Part Consolidation in an EV World

Part Consolidation in an EV World

Tailor-welded blanks (TWBs) allow the combination of different steel grades, thicknesses, and even coating types into a single blank. This results in stamping a single component with the right material in the right place for on-vehicle requirements. This technology allows the consolidation of multiple stampings into a single component.

One example is the front door inner. A two-piece design will have an inner panel and a reinforcement in the hinge area. As shown in Figure 1, a TWB front door inner incorporates a thicker front section in the hinge area and a thinner rear section for the inner panel, providing on-vehicle mass savings. This eliminates the need for additional components, reducing the tooling investment in the program. This also simplifies the assembly process, eliminating the need to spot weld a reinforcement onto the panel.

 

Front Door Inner Design

 Figure 1 – Front Door Inner

 

Today, large opportunities exist to consolidate components in a BEV in the battery structure. Design strategies vary from different automakers, including how the enclosure is constructed or how the battery mounts into the vehicle. The battery tray can have over 100 stamped components, including sealing surfaces, structural members, and reinforcements (Munro Live – Munro and Associates, 2023)M-68. As an idea, a battery tray perimeter could be eight pieces, four lateral and longitudinal members, and four corners. The upper and lower covers are two additional stamped components, for a total of ten stampings that make up the sealing structure of the battery tray. On a large BEV truck, that results in over 17m of external sealing surfaces.

Part consolidation in the battery structure provides cost savings in material requirements and reduced investment in required tooling. Another benefit of assembly simplification is improved quality. Fewer components mean fewer sealing surfaces, resulting in less rework in the assembly process, where every battery tray is leak-tested.

The deep-drawn battery tub is a consolidated lower battery enclosure and perimeter. This can be seen in Figure 2; a three-piece welded blank incorporates a thicker and highly formable material at the ends and in the center section, either a martensitic steel for intrusion protection or a low-cost mild steel. This one-piece deep-drawn tub reduces the number of stampings and sealing surfaces, resulting in a more optimized and efficient design when considered against a multi-piece assembly. In the previous example of a BEV truck, the deep-drawn battery tub would reduce the external sealing surface distance by 40%. To validate this concept, component level simulations of crash, intrusion, and formability were conducted. As well as a physical prototype built that was used for leak and thermal testing (Yu, 2024)Y-14 with the outcomes proving the validity of this concept, as well as developing preliminary design guidelines. Additional work is underway to increase the depth of the draw while minimizing the draft angle on the tub stamping.

Deep Battery Tub

Figure 2 – Deep Battery Tub

 

In most BEVs today, the passenger compartment has a floor structure common in an ICE vehicle. However, the BEV also has a top cover on the battery assembly that, in most cases, is the same size as the passenger compartment floor. In execution of part consolidation, the body floor and battery top cover effectively seal the same opening and can be consolidated into one component. An example is shown below, where seat reinforcements found on the vehicle floor are integrated into the battery top cover, and the traditional floor of the vehicle is removed. Advanced high-strength steels are used in different grades and thicknesses. Figure 3 and Figure 4 show what the TWB battery top cover looks like on the assembly.

 

Battery Top Covers

Figure 3 + Figure 4 – TWB Battery Top Cover

 

Vehicle assembly can also be radically simplified as front seats are mounted on the battery before being installed in the vehicle as shown in Figure 5, the ergonomics of the assembly operation are improved by increased access inside the passenger compartment through the open floor.

 

Assembly Operation

Figure 5 – Ergonomics of the Assembly Operation

 

Cost mitigation is more important than ever before, with reductions in piece cost and investment and assembly costs being important. At the foundation BEVs currently have cost challenges in comparison to their ICE counterparts, however the optimization potential for the architecture remains high, specifically in part consolidation. Unique concepts such as the TWB deep-drawn battery tub and integrated floor/battery top cover are novel approaches to improve challenges faced with existing BEV designs. TWB applications throughout the body in white and closures remain relevant in BEVs, providing further part consolidation opportunities.

Isaac Johson, TWB Company

Thanks go to Isaac Luther for his contribution of this article to the AHSS Insights blog. Luther is a senior product engineer on the new product development team at TWB Company. TWB Company is the premier supplier of tailor-welded solutions in North America. In this role, Isaac is responsible for application development in vehicle body and frame applications and battery systems. Isaac has a Bachelor of Science in welding engineering from The Ohio State University.

Resistance Spot Welding AHSS to Magnesium

Resistance Spot Welding AHSS to Magnesium

This blog is a short summary of a published comprehensive research work titled: “Peculiar Roles of Nickel Diffusion in Intermetallic Compound Formation at the Dissimilar Metal Interface of Magnesium to Steel Spot Welds”  Authored by Luke Walker, Carolin Fink, Colleen Hilla, Ying Lu, and Wei Zhang; Department of Materials Science and Engineering, The Ohio State University

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There is an increased need to join magnesium alloys to high-strength steels to create multi-material lightweight body structures for fuel-efficient vehicles. Lightweight vehicle structures are essential for not only improving the fuel economy of internal combustion engine automobiles but also increasing the driving range of electric vehicles by offsetting the weight of power systems like batteries.

To create these structures, lightweight metals, such as magnesium (Mg) alloys, have been incorporated into vehicle designs where they are joined to high strength steels. It is desirable to produce a metallurgical bond between Mg alloys and steels using welding. However, many dissimilar metal joints form intermetallic compounds (IMCs) that are detrimental to joint ductility and strength. Ultrasonic interlayered resistance spot welding (Ulti-RSW) is a newly developed process that has been used to create strong dissimilar joints between aluminum alloys and high-strength steels. It is a two-step process where the light metal (e.g., Al or Mg alloy) is first welded to an interlayer (or insert) material by ultrasonic spot welding (USW). Ultrasonic vibration removes surface oxides and other contaminates, producing metal-to-metal contact and, consequently, a metallurgical bond between the dissimilar metals. In the second step, the insert side of the light metal is welded to steel by the standard resistance spot welding (RSW) process.

 

Scientific illustration of Cross-section View Schematics of Ulti-RSW Process Development

Cross-section View Schematics of Ulti-RSW Process Development     

 

For resistance spot welding of interlayered Mg to steel, the initial schedule attempted was a simple single pulse weld schedule that was based on what was used in our previous study for Ulti-RSW of aluminum alloy to steel . However, this single pulse weld schedule was unable to create a weld between the steel sheet and the insert when joining to Mg. Two alternative schedules were then attempted; both were aimed at increasing the heat generation at the steel-insert interface. The first alternative schedule utilized two current pulses with Pulse 1, high current displacing surface coating and oxides and Pulse 2 growing the nugget. The other pulsation schedule had two equal current pulses in terms of current and welding time.

Lap shear tensile testing was used to evaluate the joint strength using the stack-up schematically, shown below. Note the images of Mg and steel sides of a weld produced by Ulti-RSW.

 

Lap Shear Tensile Test Geometry and the Resultant Weld Nuggets

       Lap Shear Tensile Test Geometry and the Resultant Weld Nuggets

 

An example of a welded sample showed a distinct feature of the weld that is comprised of two nuggets separated by the insert: the steel nugget formed from the melting of steel and insert and the Mg nugget brazed onto the unmelted insert. This feature is the same as that of the Al-steel weld produced by Ulti-RSW in our previous work. Although the steel nugget has a smaller diameter than the Mg nugget, it is stronger than the latter, so the failure occurred on the Mg sheet side.

 

A welded sample showing a weld comprised of two nuggets separated by the insert

 

Joint strength depends on several factors, including base metal strength, sheet thickness, and nugget size, making it difficult to compare how strong a weld truly is from one process to another. To better compare the dissimilar joints created by different processes, joint efficiency, a “normalized” quantity was calculated for various processes used for dissimilar joining of Mg alloys to steels in the literature, and those results, along with the efficiencies of Ulti-RSW with inserts, are shown together below. Most of the literature studies also used AZ31 as the magnesium base metal. The ones with high joint efficiency (about 53%) in the literature are resistance element welding (REW) and friction stir spot welding (FSSW). In our study, Ulti-RSW with SS316 insert was able to reach an excellent joint efficiency of 71.3%, almost 20% higher than other processes.

 

Process Evaluation and Comparison

Process Evaluation and Comparison

 

 

Thanks are given to Menachem Kimchi, Associate Professor-Practice, Dept of Materials Science, Ohio State University, and Technical Editor – Joining, AHSS Application Guidelines, for this article.

 

Steel E-Motive Addresses Autonomous Vehicle Safety Challenges

Steel E-Motive Addresses Autonomous Vehicle Safety Challenges

As robotaxi companies in the USA prepare to launch their autonomous vehicles in more cities, safety is in the spotlight again. And rightly so. Autonomous vehicle safety challenges must be addressed and with the Steel E-Motive Level 5 autonomous concept, we did that. 

Many autonomous mobility service companies have relied on two factors when developing their vehicles: active safety systems which help the vehicle avoid or mitigate the extent of a crash, and a maximum vehicle speed limit, which will reduce the extent of injuries to the occupants.

But the fact is that these vehicles are going to be out in mixed-mode traffic situations. There will be accidents – however much we all attempt to do everything possible to avoid them. When we developed the Steel E-Motive (SEM) body structure concepts for fully autonomous ride-sharing electric vehicles, we agreed on two basic principles – that these vehicles would operate at high speeds (top speed of 130 kph) in mixed mode traffic conditions, and that we, therefore, needed to engineer passive safety structures that met global high-speed crash requirements to protect occupants and the battery system in these use-case conditions. In this process, we discovered that no other provider of autonomous ride-sharing electric vehicles had fully shared details of passive safety structures engineered to those same high-speed crash standards. Autonomous vehicle safety had been addressed only on a limited basis. 

Fortunately, our vehicle design process benefitted from a massive portfolio of modern advanced high-strength steels (AHSS) available through member companies of WorldAutoSteel. Steel E-Motive (SEM) was developed to show how AHSS can enable sustainable, comfortable, economical, and safe ride-sharing vehicles by 2030.

The AHSS Extended Passenger Protection Zone provides excellent cabin intrusion protection and ultimately lower risk of injury. PHS provides formability for challenging geometries, and Martensitic steel (MS) provides the strength to limit intrusion.

Visit this link to download the full engineering report: Steel E-Motive

The result is one of the first robotaxis to fully detail and report compliance to global high-speed safety standards. In developing Steel E-Motive, we targeted conformity with seven US crash standards, including US NCAP (New Car Assessment Program) IIHS and FMVSS (Federal Motor Vehicle Safety Standards) front, side, and rear impact tests while also assessing performance against worldwide protocols, including NHTSA (US) Euro NCAP (European) and China’s GB 38031 standard for battery protection.

As an example, Steel E-Motive achieves the highest IIHS rating of “good.” This is particularly important as IIHS (the US-based Insurance Institute for Highway Safety) is highly regarded for its dedication to reducing deaths, injuries, and property damage from motor vehicle crashes.

Most production vehicles use new generation, advanced high-strength steels, and technologies. We had no fewer than 64 AHSS materials to select from, enabling us to choose exactly the right steel for every need and purpose in the vehicle, including safety protection. These make a car stronger, more fuel efficient, and safer.

Nearly all vehicles on the road today are made of steel because it has the broadest range of properties while being the most affordable structural material for designing safe vehicles. Steel has a unique capacity to absorb an impact, and, therefore, to diffuse crash energy. It also becomes harder when it’s crushed, which means it will become stronger on impact, retarding further penetration into the vehicle’s passenger zone.

Taking on Autonomous Vehicle Safety Challenges

Here is an outline of how we designed steel’s benefits into the Steel E-Motive (SEM) concept when considering front and side crashes.

SEM features a high-strength front protection zone, which reacts to the crush loads and minimizes intrusion for the occupants in front crashes. The crush zones have been engineered to decelerate the vehicle progressively. The longitudinal mid rails, featuring tailor-welded blanks fabricated with Dual Phase steels, are tuned to give a lower deceleration pulse into the passenger cabin to minimize injury threat. The side crush rails are designed to minimize intrusion into the cabin for occupant protection. Finally, a novel design geometry and Press Hardened Steels enable the new glance beam architecture to force the vehicle off of the Small Offset barrier; the resulting “glance-off” achieves significantly reduced crash energy and pulse into the passenger cabin.

When considering side crashes, we engineered the body structure for the IIHS 60kph deformable barrier test and 30kph side pole test, assessing both occupant and battery protection and achieving the IIHS “good” performance rating. Our side structures are comprised of a large one-piece tailor-welded door ring fabricated with press hardened steels, the TRIP steel B pillar housed in the side scissor doors, and a roll-formed hexagon rocker beam fabricated with Dual Phase steel.

These attain a very safe design, giving good levels of protection for both the occupants and battery modules, exceeding 30mm intrusion clearance at critical measurement points.

SEM was also engineered for rear crash and roof crush, and once again, the robust steel-intensive architecture exceeds crash standard requirements.

Electric-powered vehicle sales are accelerating, reflecting industry investment, and will soon achieve market domination from the combustion engine. In megacities, where congestion, pollution, and exorbitant vehicle ownership costs reign, Autonomous cars will replace drivers, and ride-sharing will become the norm. As we look into the future and recognize the need for these vehicles to offer comfortable, safe, affordable, and sustainable transportation, we will still be designing them by harnessing the unique properties of steel.

Visit this link to download the full engineering report: Steel E-Motive

Steel E-Motive: Autonomous Vehicles That Only Steel Can Make Real

Steel E-Motive: Autonomous Vehicles That Only Steel Can Make Real

The Steel E-Motive program–commissioned by WorldAutoSteel in partnership with Ricardo plc–has developed the world’s first fully autonomous electric vehicle body structure concept purpose-fit for ride-sharing. This global steel industry initiative showcases the strength and durability of steel with an eye on playing a pivotal role in reaching net zero emissions targets.

Download the Steel E-Motive Engineering Report

Here, we break down the many benefits of the Steel E-Motive concept that only Advanced High-Strength Steel (AHSS) can enable.

Steel E-Motive Was Conceived as a Level 5 Autonomous Vehicle

The Steel E-Motive concept is designed to be a Level 5 autonomous vehicle, so it does not include any driver interfaces. The design features a spacious, airy cabin with rear-facing front-passenger seat configurations. The B-pillarless structure and unique battery system design offer easy ingress and egress.

Steel E-Motive Vehicle is shown in a brick paved area with greenery

The Steel E-Motive concept is designed to be a Level 5 autonomous vehicle.

Designed to Exceed Future Mobility Safety Standards

Modern Advanced High-Strength Steels innovations allow the Steel E-Motive autonomous vehicle to exceed current global high-speed crashworthiness standards. By using AHSS, the Steel E-Motive vehicle is the first to acknowledge compliance with NHTSA and IIHS safety standards publicly.

For example, the 4-passenger B-sized urban concept SEM1 introduced a new front-end passenger protection zone. This design features the small overlap Glance Beam, which forces the car to “glance” off the barrier and reduces passenger cabin intrusion. It also lowers the crash pulse and ultimately minimizes passenger injury. Advanced High-Strength Steels also offer strong battery protection and preserve door ring integrity in this autonomous vehicle.

The Evolution of Advanced High-Strength Steel

Over the past quarter century, vehicle concept projects have showcased the continuous advancement of steel. In 1998, global steelmakers introduced the Ultralight Steel Auto Body, which used one of the earliest forms of AHSS. This project demonstrated steel’s ability to reduce weight without compromising safety.

By 2010, we introduced the Future Steel Vehicle concept. Using 27 AHSS materials, the body structure design reduced mass by over 35%. Steel materials enable these massive reductions while allowing the design to meet global crash and durability requirements.

The Steel E-Motive concepts benefit from no fewer than 64 materials under the AHSS umbrella. The “infinite tunability” of AHSS allows product customization by designers and engineers to select exactly the right steel for every need and purpose in the vehicle.

Key Attributes of the Steel E-Motive Autonomous Vehicle

From lowering the carbon footprint to massively reducing weight, the Steel E-Motive vehicle offers first-of-its-kind benefits for future mobility made possible by AHSS.

Steel allows the vehicle to reduce weight without sacrificing strength. For example, 66% of the Steel E-Motive autonomous vehicle structures’ materials have an Ultimate Tensile Strength of at least 1,000 MPa, and these materials’ weighted average tensile strength is 1259 MPa.

By using 33% Press Hardened Steels and 11% 3rd Generation AHSS, the design includes complex geometries fully formed by hot and cold-stamped gigapascal steels.

In another example, 43% of the Steel E-Motive structure is fabricated from material-efficient processes such as press hardening, hydroforming, roll forming, and roll stamping. With these processes, the steel body design maximizes material utilization and minimizes scrap rate. This means less material is produced, lowering the structure’s carbon footprint. These achievements reduce manufacturing costs to support a profitable margin both for the vehicle manufacturer and the mobility service provider.

Using AHSS, the Steel E-Motive autonomous vehicle’s body structure mass is 25% lower than benchmark vehicles of a similar volumetric footprint. Additionally, Steel E-Motive realizes a 27% lower battery frame cost than a fully enclosed battery design, with 37% mass savings.

In conclusion, the Steel E-Motive program stands as a remarkable testament to the innovative potential of steel in shaping the future of mobility and autonomous vehicles. With its groundbreaking design, the Steel E-Motive concept paves the way for Level 5 autonomous electric vehicles prioritizing safety, sustainability, and efficiency.

Harnessing the unique attributes of AHSS, this global steel industry initiative also showcases the remarkable evolution of steel materials over the years. From Ultralight Steel Auto Body to Future Steel Vehicle, the journey of AHSS has been one of continuous improvement, leading to Steel E-Motive’s exceptional achievements in weight reduction, enhanced safety, and minimized environmental impact.

As we venture into an era of net-zero emissions and advanced mobility solutions, the Steel E-Motive concept proudly positions steel as a driving force in shaping a cleaner, safer, and more connected future. 

Download the Steel E-Motive Engineering Report

3rd Generation Steels

3rd Generation Steels

 

First Generation Advanced High-Strength Steels (AHSS) are based on a ferrite matrix for baseline ductility, with varying amounts of other microstructural components like martensite, bainite, and retained austenite providing strength and additional ductility. These grades have enhanced global formability compared with conventional high strength steels at the same strength level. However, local formability challenges may arise in some applications due to wide hardness differences between the microstructural components.

The Second Generation AHSS grades have essentially a fully austenitic microstructure and rely on a twinning deformation mechanism for strength and ductility. Austenitic stainless steels have similar characteristics, so they are sometimes grouped in this category as well. 2nd Gen AHSS grades are typically higher-cost grades due to the complex mill processing to produce them as well as being highly alloyed, the latter of which leads to welding challenges.

Third Generation (or 3rd Gen) AHSS are multi-phase steels engineered to develop enhanced formability as measured in tensile, sheared edge, and/or bending tests. Typically, these steels rely on retained austenite in a bainite or martensite matrix and potentially some amount of ferrite and/or precipitates, all in specific proportions and distributions, to develop these enhanced properties.

Individual automakers may have proprietary definitions of 3rd Gen AHSS grades containing minimum levels of strength and ductility, or specific balances of microstructural components. However, such globally accepted standards do not exist. Prior to 2010, one steelmaker had limited production runs of a product reaching 18% elongation at 1000 MPa tensile strength. Starting around 2010, several international consortia formed with the hopes of achieving the next-level properties associated with 3rd Gen steels in a production environment. One effortU-11, S-95 targeted the development of two products: a high strength grade having 25% elongation and 1500 MPa tensile strength and a high ductility grade targeting 30% elongation at 1200 MPa tensile strength. The “exceptional-strength/high-ductility” steel achieved 1538 MPa tensile strength and 19% elongation with a 3% manganese steel processed with a QP cycle. The 1200 MPa target of the “exceptional-ductility/high-strength” was met with a 10% Mn alloy, and exceeded the ductility target by achieving 37% elongation. Another effort based in EuropeR-22 produced many alloys with the QP process, including one which reached 1943 MPa tensile strength with 8% elongation. Higher ductility was possible, at the expense of lower strength.

3rd Gen steels have improved ductility in cold forming operations compared with other steels at the same strength level. As such, they may offer a cold forming alternative to press hardening steels in some applications. Also, while 3rd Gen steels are intended for cold forming, some are appropriate for the hot stamping process.

Like all steel products, 3rd Gen properties are a function of the chemistry and mill processing conditions. There is no one unique way to reach the properties associated with 3rd Gen steels – steelmakers use their available production equipment with different characteristics, constraints, and control capabilities. Even when attempting to meet the same OEM specification, steelmakers will take different routes to achieve those requirements. This may lead to each approved supplier having properties which fall into different portions of the allowable range. Manufacturers should use caution when switching between suppliers, since dies and processes tuned for one set of properties may not behave the same when switching to another set, even when both meet the OEM specification.

There are three general types of 3rd Gen steels currently available or under evaluation. All rely on the TRIP effect. Applying the QP process to the other grades below may create additional high-performance grades.

  • TRIP-Assisted Bainitic Ferrite (TBF) and Carbide-Free Bainite (CFB)
    • TRIP-Assisted Bainitic Ferrite (TBF) and Carbide-Free Bainite (CFB) are descriptions of essentially the same grade. Some organizations group Dual Phase – High Ductility (DP-HD, or DH) in with these. Their production approach leads to an ultra-fine bainitic ferrite grain size, resulting in higher strength. The austenite in the microstructure allows for a transformation induced plasticity effect leading to enhanced ductility.
  • Quenched and Partitioned Grades, Q&P or simply QP
    • Quenching and Partitioning (Q&P) describes the processing route resulting in a structure containing martensite as well as significant amounts of retained austenite. The quenching temperature helps define the relative percentages of martensite and austenite while the partitioning temperature promotes an increased percentage of austenite stabile room temperature after cooling.
  • Medium Manganese Steels, Medium-Mn, or Med-Mn
    • Medium Manganese steels have a Mn content of approximately 3% to 12%, along with silicon, aluminum, and microalloying additions. This alloying approach allows for austenite to be stable at room temperature, leading to the TRIP Effect for enhanced ductility during stamping. These grades are not yet widely commercialized.

 

TRIP Assisted Grades, like TRIP-Assisted Bainitic Ferrite (TBF)

and Carbide-Free Bainite (CFB)

During the slow cooling of conventional steels, austenite transforms into a microstructure containing alternating regions of ferrite and cementite. Note that cementite is the name given to iron carbide with the composition Fe3C. At higher magnification, this microstructure looks like Mother-of-Pearl, leading to its name of pearlite.

Depending on the chemistry and thermal profile, rapid controlled cooling produces new microstructures which are not achievable with slow cooling, including martensite, austenite, and bainite. Bainite consists of regions of dislocation-rich (higher strength) ferrite separated by austenite, martensite, and/or cementite. These phases within bainite have relatively small hardness differences, leading to improved local formability compared with conventional dual phase or TRIP steels. Producing a fully-bainitic microstructure is challenging, so bainite is usually accompanied by other phases, resulting in ferrite-bainite steels or complex phase.

With an appropriate chemistry and use of specific thermal profiles capable of holding at specific temperatures and even reheating after quenching further reduces the size of these microstructural components, and essentially eliminates the production of the low-ductility cementite (iron carbide). Large “blocky” austenite, characteristic of 1st Generation TRIP steels, is minimized and instead thin fine submicron austenitic laths form (Figure 1).

Figure 1: On the left, the typical bainitic structure showing bainitic ferrite laths with interlath carbideS-96; On the right is the microstructure of TRIP Assisted Bainitic Ferrite / Carbide Free Bainite showing bainitic ferrite laths interwoven with thin films of untransformed retained austeniteC-31. ab is bainitic ferrite and y is retained austenite. Note the slightly different magnification.

Figure 1: On the left, the typical bainitic structure showing bainitic ferrite laths with interlath carbideS-96; On the right is the microstructure of TRIP Assisted Bainitic Ferrite / Carbide Free Bainite showing bainitic ferrite laths interwoven with thin films of untransformed retained austenite.C-31  αb is bainitic ferrite and γ is retained austenite. Note the slightly different magnification.

 

The fine components result in higher strength, similar to fine grain size being associated with increased strength. Since the ferrite is higher strength than conventional bainite due to the fine component size and even greater dislocation density, the component hardness difference is further minimized, leading to additional improvements in local formability. The austenite promotes the TRIP effect, resulting in greater uniform elongation and enhanced global formability. Combined, these features result in calling this microstructure either TRIP Assisted Bainitic Ferrite (TBF) or Carbide Free Bainite (CFB). Some sources suggest this is the same product as “Dual Phase with High Ductility,” abbreviated as DP-HD or simply DH.H-18, A-70, R-23, B-58  TBF, CFB, DP-HD, and DH are used interchangeably.

One potential processing route (Figure 2) may involve intercritically annealing in the two-phase austenite+ferrite region, cooling slightly to promote ferrite formation (1→2), and then quenching (2→3) to a temperature below the start of bainite formation (Bs) while remaining above the Ms temperature, the start of martensitic transformation. Once the targeted amount of bainite has formed in an isothermal overaging step (3→4), the steel is then quenched to room temperature (4→5).

Figure 2: Potential thermal cycle to produce TRIP assisted Bainitic Ferrite (Carbide-Free Bainite).

Figure 2: Potential thermal cycle to produce TRIP assisted Bainitic Ferrite (Carbide-Free Bainite).

 

These steels are characterized by a good balance of strength and global formability (as measured by high TSxEL, uniform elongation, and total elongation combined with low YS/TS) against local formability (as measured by bend angle and hole expansion ratio).C-31  A YS/TS ratio of approximately 0.7, similar to DP steels, is a characteristic of these grades.H-59, C-31

These steels exhibit a significant bake hardening response. One study found a BH kick of over 200 MPa after a 4% prestrain and a bake cycle of 30 minutes at 200 °C. The total hardening response (strain hardening plus bake hardening) was almost 800 MPa.T-41 However, in production, this paint bake cycle is not likely to be practical due to paint over curing and the preference for faster cycle times. A different study evaluated TBF700Y/1050T and found after 15 minutes at 195 °C, samples prestrained to 4.5% had a BH kick of 150 MPa, with a total hardening response in excess of 350 MPa.B-60

Challenges exist when producing these grades with a galvanized or galvannealed coating. The relatively higher silicon content needed to suppress carbide formation may lead to difficulties galvanizing and with galvanized surface quality. Replacing silicon with aluminum helps with the coating issues, but makes the thermal cycle more complex. The chosen thermal cycle needs to be appropriate for the selected chemistry and targeted properties, and constrained by the capabilities of the existing mill equipment. Descriptions of the capabilities of equipment used in the production of cold rolled and galvanized AHSS are found elsewhere.K-43, B-59

The 2013 Infiniti Q50 is one of the earliest production applications for TBF 1180, where it formed 4% of the Body-In-White mass. Applications included A- and B-pillar reinforcements, sill reinforcements, and roof rail and side reinforcements. Adjusted welding techniques resulted in the same stress concentration as seen when welding mild steels.I-22, K-44  The same grade applied on the 2015 Nissan Murano in the A-Pillar Inner and reinforcements allowed numerous components to be downgauged from 1.6 mm to 1.2 mm compared with the prior version.C-32 1180TBF represented over 6% of the mass of the 2016 Nissan Maxima body-in-white, primarily applied in the A- and B-Pillar Reinforcements. Typically, 1.4 mm thick 980 grade steel was downgauged to 1.2 mm.C-33

A sample of commercially available TBF1180 was shown to have 946 MPa yield strength, 1222 MPa tensile strength, 18% elongation (JIS sample) , with a 40% hole expansion ratioM-54, which is consistent with the minimum properties listed by one automotive OEM: YS: 850 MPa minimum, TS: 1180 MPa minimum, elongation: 14% JIS minimum, and 30% minimum hole expansion ratio.F-36  Stretch formability as tested using a dome height evaluation was shown to be comparable to a conventional DP980 product, with deep drawability characterized by forming height in a cup draw test being superior to both conventional DP980 and DP1180.

Stress-strain curves of TBF700Y/1050T are found in the literature and presented in Figure 3 for reference. Note that these are random samples from a commercially available product tested at different laboratories, and therefore may not be representative of all products of this grade.

Figure 3: Stress strain curves of commercially available TBF 700Y/1050T. A) YS=775 MPa, TS = 1235 MPa, EL = 10%G-44; B) YS=751 MPa, TS = 1035 MPa, EL = 17%. Also shown is the pre-strain and bake hardening response for 1.0 mm thick blanks, tested after a 20 minute dwell time in a 170°C furnace.B-60

Figure 3: Stress strain curves of commercially available TBF 700Y/1050T. A) YS=775 MPa, TS = 1235 MPa, EL = 10%G-44; B) YS=751 MPa, TS = 1035 MPa, EL = 17%. Also shown is the pre-strain and bake hardening response for 1.0 mm thick blanks, tested after a 20 minute dwell time in a 170 °C furnace.B-60

 

The 2018 Infiniti QX50 SUV is an example of a vehicle believed to have TBF980 in the body structure.I-23  The product shown is called SHF980, and has a microstructure of approximately 50% ferrite, approximately 10% retained austenite, with the remainder as martensite/bainite, which is consistent with expectations for a TBF product. The thermal processing route to achieve this microstructural balance is consistent with a Quenching & Partitioning process (Figure 4). Both SHF980 and the reference DP980 are shown to have 660 MPa yield strength and 1000 MPa tensile strength. However, where DP980 has 15% elongation, SHF980 has 23% elongation. In addition, SHF980 is capable of 10% greater energy absorption over DP980 at the same thickness.I-23

Figure 4: Production and properties of SHF980, possessing a TBF microstructure.I-23

Figure 4: Production and properties of SHF980, possessing a TBF microstructure.I-23

 

The highest strength TBF grade commercially available has 1,470MPa minimum tensile strength. Properties in Table 1 are compared with DP1470.

Table 1: Tensile properties of 1.2mm steels with 1470 MPa minimum tensile strength.M-55

Table 1: Tensile properties of 1.2mm steels with 1470 MPa minimum tensile strength.M-55

 

Case Study: Production Application Where 3rd Gen Steels

Reduced Weight and Improved Performance

Toyota Motor Europe designed a part requiring a minimum tensile strength of 980 MPa, but when stamped using a conventional AHSS grade, experienced both global formability (necking) failures and local formability (sheared edge) failures (Figure 5). In the search for a grade which blended the high elongation of dual phase grades and the high hole expansion of complex phase grades, Toyota chose TBF980, a TRIP-assisted bainitic ferrite grade with the same yield and tensile strength of a conventional 980 grade but with improved elongation of approximately 14% and hole expansion of approximately 65%.A-1

Also reported were grade and design changes in a production vehicle where the strength of TBF980 allows for a 20% thickness reduction over the prior model. The improved formability of TBF980 facilitated a reduction in packaging space of the component, with the new design being 6% narrower and 20% shorter.  Combined, these improvements reduced the vehicle weight by 1 kg.A-1

Figure 5: 980 MPa part with global and local formability failures.  Converting the steel to TBF980 eliminated both types of splits.  Image adapted from Citation A-1.

Figure 5: 980 MPa part with global and local formability failures.  Converting the steel to TBF980 eliminated both types of splits.  Image adapted from Citation A-1.

 

Quenched and Partitioned Grades, Q&P or simply QP

Quenching and partitioning (Q&P, or QP) describes a multi-step heat treatment which produces high tensile strength, high global ductility (total elongation) and high local ductility (hole expansion and bendability), compared with other similar strength steels. The QP process was first explained in 2003 by Speer et al.S-97, S-98, S-99

Among the unique aspects of the required thermal cycle is that after the first quench from the fully austenitized or intercritical annealing temperature, the steel may be reheated to a higher temperature, and then quenched to room temperature.

Figure 6 provides a general overview of the QP thermal cycle. After austenitization in either the single phase austenite region or the two-phase ferrite+austentite (intercritical annealing), the steel is quenched to a temperature below the start of martensitic transformation (Ms) but above the Mf (temperature at which all austenite has transformed to martensite), as indicated by segment 1→2. In the two-step QP process, the temperature is raised above Ms, shown in segment 2→3. No temperature increase is seen in the one-step QP process, meaning 2=3. Then the steel is held at this partitioning temperature for the appropriate time to generate the targeted microstructure and properties, segment 3→4. Once reached, the steel is quenched again (4→5), this time to a temperature below Mf, the temperature below which all transformation to martensite has occurred.

Figure 5: Thermal cycle for the Quenching and Partitioning Process.

Figure 6: Thermal cycle for the Quenching and Partitioning Process.

 

The QP microstructure contains martensite and austenite. Ferrite is also present if intercritical annealing in the two-phase region is employed rather than in the single-phase austenitic region. The first quench forms a controlled volume fraction of martensite. With a QP chemistry containing C between 0.15 and 0.4%, Mn between 1.5 and 2.5%,and (Al + Si) around 1.5 wt.%, the quenching temperature usually lies in the range 200 to 350 °C.S-100  After raising to the partitioning temperature typically between 300 to 500 °CS-100, an isothermal hold allows carbon from the carbon-supersaturated martensite to diffuse into the untransformed austenite. This enriches the austenite with carbon while similarly depleting the martensite. The carbon enriched austenite increases its room temperature stability. Since the partitioning temperature above that required for martensite formation, some of the martensite transforms to tempered martensite. Tempered martensite provides high strength with more ductility than untempered martensite. After the partitioning step, the final quench results in the formation of fresh martensite.

When stamping parts from this steel, the austenite transforms to newly formed martensite through the TRIP effect, enhancing the ductility and strength. Adjusting the chemistry, quenching temperature, partitioning temperature, and partitioning time affects the amount, morphology, and stability of the retained austenite, leading to a wide range of potential properties.D-32  The microstructure of commercial Q&P steels is composed of martensite (50–80%) formed during quenching, ferrite (20–40%) formed as austenite slowly cools, and dispersed retained austenite (5–10%) stabilized by carbon enrichment during partitioning. Higher strength QP steels will have reduced amounts of ferrite.W-35 This is mostly consistent with a study highlighting commercially produced QP980 and QP1180 which showed that both products have approximately 10-12% retained austenite, with QP980 containing 56% ferrite / 32% martensite and QP1180 containing 21% ferrite / 69% martensite.W-36

There is no standard processing route with defined chemistry and temperatures. The complex thermal cycle needs to be appropriate for the selected chemistry and targeted properties, and constrained by the capabilities of the existing mill equipment. Citation K-43 presents descriptions of the equipment and capabilities used at one location. Process variants exist, such as a one-step approach using the same temperature for the initial quench and the partitioning.S-98  Other modifications allow for production of a Carbide-Free Bainitic structure during the first quench, improving the damage resistance due to additional strain-hardening capacity within the local plasticity deformation zone near the tips of micro-cracks.G-45

The Q&P process is applicable to other products as well, including stainless steelsM-56, M-57, S-101 and Press Hardening Steels.A-71, A-72, X-1  A one-step Q&P approach was applied to a laser welded blank with 22MnB5 and TRIP components, resulting in tailored properties to improve the intrusion resistance and energy-absorption capabilities in the pertinent regions.K-46

Complex phase steels with High Ductility (CP-HD, or CH) have similar microstructural constituents, along with bainite. Although CH steels reach high hole expansion values, they do not have the elongation levels typically associated with QP steels. Still, some sources equate CH and QP steels.H-18

Two levels of Quenched & Partitioned steels are in global production, 980 MPa and 1180 MPa. The enhanced properties of QP steels offer benefits over similar-strength steels of other microstructures. Compared against Dual Phase steel with similar yield and tensile strength, a Quenched & Partitioned steel showed higher uniform elongation, total elongation, work hardening index, and FLC0, highlighted in Table 2 and Figure 7.C-34  A different production supplier of QP980 reports similar strength and elongation properties, with a targeted 23% hole expansion ratio.G-46

Table 2: Tensile properties of production DP980 and QP980.C-34

Table 2: Tensile properties of production DP980 and QP980.C-34

 

Figure 6: Comparison of Forming Limit Curves of production DP980 and QP980.C-34

Figure 7: Comparison of Forming Limit Curves of production DP980 and QP980.C-34

 

QP980 is seeing expanded use in automotive production. The 2016 Chevrolet Sail from SAIC-GM represented the first application at General Motors.H-60  The 2021 Ford Bronco uses hot dip galvanized QP980 in five components of the front and rear floor assemblies.S-102  Sixty percent of the body structure of the 2021 Jeep Grand Cherokee L is made from AHSS, with some parts stamped from 3rd Gen steels.F-37

Table 3 contains typical mechanical property ranges for industrially produced QP980 and QP1180.W-35  A typical strain–stress curve of QP980 is shown in Figure 8.

Table 3: Typical mechanical property ranges for industrially produced QP980 and QP1180.W-35

Table 3: Typical mechanical property ranges for industrially produced QP980 and QP1180.W-35

 

Figure 7: Stress-strain curve of industrially produced QP980.W-35

Figure 8: Stress-strain curve of industrially produced QP980.W-35

 

Of course, there are additional characteristics beyond strength and elongation that impact successful use in manufactured products. Typical forming-limit curves for cold rolled QP980, DP780, and DP 980 steels are shown in Figure 9, highlighting that the formability of QP980 is comparable to that of DP780.

Figure 8: Forming-limit curves for 1 mm thick Q&P 980, DP 780, and DP 980.W-35

Figure 9: Forming-limit curves for 1 mm thick Q&P 980, DP 780, and DP 980.W-35

 

Figure 10 contains the results of high strain rate tensile testing, confirming that QP980 has positive strain rate sensitivity and therefore has the potential for improved crash energy absorption.

Figure 9: True stress-strain curves for QP980 generated at different strain rates.W-35

Figure 10: True stress-strain curves for QP980 generated at different strain rates.W-35

 

Sheared-edge ductility is also a concern in AHSS grades. Hole expansion of QP1180, QP980, and DP980 is compared in Figure 11, with similar results seen in QP980 and DP980. QP1180 had the highest hole expansion, possibly because of its microstructure containing components of relatively uniform hardness.

Figure 10: Hole expansion of QP1180, QP980, and DP980, generated from either punched or machined holes.W-35 

Figure 11: Hole expansion of QP1180, QP980, and DP980, generated from either punched or machined holes.W-35

 

The bending under tension test was used to determine the critical R/t value below which the risk for shear fracture increases. These experiments showed that critical R/t values of QP980 were close to those of other steels having 600 MPa tensile strength.W-35

Similar springback was observed in QP980 and DP980 when a 5 mm radius was used in the bending-under-tension test, with QP980 exhibiting less springback when a 12.7 radius die was used instead.W-35

General Motors provided stress-strain curves for production QP700/1180 tested at different strain rates (Figure 12), showing increases in strength and ductility as strain rates increase.H-60

Figure 11: Engineering stress-strain curves for QP700Y/1180T at different strain rates.H-60

Figure 12: Engineering stress-strain curves for QP700Y/1180T at different strain rates.H-60

 

A recent conference highlighted several applications (Figure 13) where thinner gauge QP980 replaced DP590 in General Motors vehicles.W-37

Figure 15: Replacing DP590 with QP980 allows for downgauging.W-37

Figure 13: Replacing DP590 with QP980 allows for downgauging.W-37

 

The same presentationW-37 showed the example of QP980 replacing press hardening steels in B-pillar reinforcements and door anti-intrusion beams in a First Auto Works vehicle, Figure 14.

Figure 16: QP980 may replace press hardening steels in some safety applications.W-37

Figure 14: QP980 may replace press hardening steels in some safety applications.W-37

 

 

Medium Manganese Steels, Medium-Mn, or Med-Mn

Manganese has a lower density than iron, so using alloys with higher amounts of manganese truly creates lightweight products. 1st Generation steels typically contain no more than around 2% Mn. 2nd Generation TWIP steels have about 20% Mn. Lean medium-manganese (MedMn) steels typically use between 3% and 12% manganese along with silicon, aluminum, and microalloying additions.R-16, D-27, S-80, K-35  Aluminum in these steels further lowers the density.

No standard chemistry or processing route exists, but several studies use a thermal cycle similar to that seen with Q&P steels. This approach leads to a complex multiphase fine-grained microstructure. Compared with QP steels at the same strength levels, the higher manganese levels of Med-Mn steels promote greater amounts of retained austenite, and therefore greater ductility through the TRIP Effect. One study showed a combination of 1400 MPa tensile strength and a total elongation of 18%.S-103

One difference from the thermal cycle to produce QP steels used by some researchers to process Med-Mn steels is that after intercritical (two-phase) annealing, the quench is to room temperature rather than simply below Ms, the start of martensitic transformation.S-80 This is facilitated by the high levels of manganese, which adjusts the Mf below room temperature. Quenching a steel containing 0.25% C, 8.23% Mn, 1.87% Si, 0.05% Ni, and 0.24% Mo to room temperature and subsequently partitioning at 300 °C led to tensile strengths greater than 1800 MPa combined with total elongations of approximately 15%.S-80

In addition to lowering the Mf (martensite finish) level below room temperature, the manganese levels are sufficiently high enough that the coils after hot rolling may be either partially or fully martensitic. This phenomenon means that it may be possible to produce hot rolled Med-Mn steels.

Another production method called Austenite-Reverted Transformation (ART) annealing results in a large percentage of retained austenite in medium manganese steels. The fully or partially martensitic hot or cold rolled coil is heated to the single phase austenite region or the intercritical two phase austenite+ferrite region where the martensite reverts to austenite – hence the name of the process. The austenite nucleates on the former sites of fine martensitic features. This approach results in a final product with extremely fine features. During annealing, diffusion of both carbon and manganese occurs, which determines both the phase fraction and stability of the retained austenite. Processing of Fe–0.3C–11.5Mn–5.8Al resulted in a microstructure with 60% retained austenite.B-59

Multi-step thermal treatments are one approach to control the relative proportions of martensite, ferrite, and austenite. One example, termed “double-soaking” (DS), aims for substantial Mn-enrichment of austenite in a first soaking step followed by a second soaking step at a higher temperature which leads to a greater fraction of martensite in the final product. The brief second soak is long enough to allow the carbon to partition, but not long enough for manganese partitioning to occur, producing regions of higher and lower Mn within the austenite. The higher-Mn regions allow for greater amounts of austenite in the final product, while the lower-Mn regions transform to martensite, leading to TRIP-effect ductility and high strength.S-80, G-47 In an industrial environment, the initial soak may be done in a batch anneal furnace, with the brief second soak targeted for the time and temperature available in continuous annealing or galvanizing lines.

Still another production method proposed is known as Deforming and Partitioning (D&P). This route uses a warm rolling followed by cold rolling to generate an extremely high dislocation density. A subsequent partitioning treatment relieves the residual stresses from rolling and stabilizes the retained austenite via carbon enrichment. Figure 15 shows a representative Deforming and Partitioning thermal cycle. A D&P MedMn steel with a composition of 0.47C–10Mn–2Al–0.7V reached a yield strength of 2.2 GPa (2,200 MPa) and a uniform elongation of 16%.H-65

Figure 15: Representative Deforming and Partitioning (D&P) thermal cycle

Figure 15: Representative Deforming and Partitioning (D&P) thermal cycle.H-65

 

Medium-manganese steels with Mn contents between 3 wt.% and 10 wt.% have a microstructure consisting of an ultra-fine grained ferritic matrix (grain size < 1 μm) with up to 40 vol.% retained austenite.K-47  A chemistry of Fe-7.9Mn-0.14Si-0.05Al-0.07C resulted in 39% retained austenite with the processing route evaluated.Z-10

Properties are dependent on all aspects of the chosen chemistry and thermal cycle. With an appropriate approach, the steel may exhibit both a transformation-induced plasticity (TRIP) effect and a twinning-induced plasticity (TWIP) effect.

Studies indicate that Medium Manganese steels are also suitable for use in press hardening applications. A studyL-63 indicates that an alloy with 0.14 %C – 7.0 %Mn rivals conventional 22MnB5 PHS1500 in strength, but has more ductility. After hot forming and processing through a typical paint bake cycle, 22MnB5 exhibited a tensile strength of 1510 MPa, a uniform elongation of 4.6%, and a total elongation of 7.3%.  The MedMn steel showed values of 1565 MPa, 9.6% and 11.7% respectively.  These enhanced properties are suspected to be associated with the high volume fraction (15%) of retained austenite found in the Medium Manganese steels.

Figure 16: Engineering stress–strain curves of the medium-Mn martensitic steel and 22MnB5.

Figure 16: Engineering stress–strain curves of the medium-Mn martensitic steel and 22MnB5. L-63

 

Unlike TBF and QP steels, Medium-Manganese steels may exhibit discontinuous yielding, also known as yield point elongation or Lüders bands. Depending on chemistry and processing, these may extend beyond 5% engineering strain.

Medium manganese steels are not yet widely commercialized. They were the focus of an entire issue of a technical journal.M-58  The lead Editorial presents an overview of prior studies and highlights areas of interest.R-16

 

Consortia Activities

The European Commission through the European Research Executive Agency has funded a multi-year study called WarP-AHSS, which stands for Warm Press-Formed Zinc-Coated Third Generation Advanced High Strength Steels with High Crash and Corrosion Resistance and Minimized Microcracking.

The WarP-AHSS project seeks to develop end-to-end processing of warm press-formed parts from zinc-coated Medium Manganese Steels. This approach is expected to reduce the reheating and warm press-forming temperatures, making the process greener and energy-efficient, while allowing the use of zinc-coated sheets without liquid metal embrittlement-induced micro-cracking during warm-forming.

Partners in the WarP-AHSS research project include a steelmaker, an automaker, a university, and two research institutions. The project runs from October 2023 through March 2027.

The European Research Executive Agency has funded another multi-year study, Sup3rForm, that seeks to optimize the production and use of both 3rd Generation Q&P and medium-Mn steels. The Sup3rForm consortium, coordinated by Eurecat Technology Centre, is made up of eight partners, including steelmakers, an automaker, tier suppliers, and universities. Sup3rForm runs from July 2023 through December 2026.

 

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