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          Modelling Springback of Bent Hydroformed Dual- -

          2018-12-05 13:17:00
          LUQIMENG
          Original
          2264

          ? Is a national laboratory within Department of Natural Resources Canada

          – Relocated to Hamilton, Ontario in 2010

          ? Manages a national user facility for materials and manufacturing

          – Pilot-scale processing facilities

          – Performance assessment

          – Microstructural characterization

          – Computational engineering

          ? Has facilities in Hamilton, Ontario and Calgary, Alberta

          ? Has a mandate: To improve the competitive, social and environmental performance of Canadian industries that add value to minerals and metals

          ? Has programs in materials for transportation, pipelines, nuclear power and defense applications


          Lightweighting of auto-body structures is a key objective in the materials for transportation program

          ? Fuel economy regulations of 54.5 mpUSg (eq. GHG) in 2025

          ? Significant lightweighting >30% by 2025

          ? One strategy is use of advanced high-strength steels and dual phase steels

          ? High strength, lower thickness, while retaining crash performance

          ? Seam-welded, dual-phase steel tubes are often bent and hydroformed

          ? Springback and its prediction is a key item in deployment of seam-welded dual phase tubes – problem introduced to Canmet by Variform


          CanmetMATERIALS initiated a project on springback modeling of DP980 tubes

          ? Partners – Vari-Form and Arcerlor Mittal Tubular Products

          ? Funded by OERD (Office of Energy Research and Development), Department of Natural Resources Canada

          ? Initial proposal was to test tube material directly - can ignore work hardening - owing to tubing – 50-mm diameter, 2-mm thick DP980

          ? Initial proposal focused on material response and FE modeling

          – kinematic hardening


          Coiling of sheet and tube forming introduce residual stresses-

          ? Sheet and tube yield variation as high as ~50 MPa

          ? Residual stress at weld (ignored in current project)

          ? Need to use residual stress as initial condition is FE simulations

          ? Three-fold problem

          ? Initial hardening in tube

          ? Residual stresses in tube

          ? Material behavior

          To model springback in DP980 tubes – starting FE mesh for tube must account for initial state owing to tube forming and material model must describe sheet material response

          ? Abaqus/Explicit + springback step in Abaqus/standard

          ? User-subroutine VDISP to “weld” edges

          ? Get residual stress and also work hardening


          Cutting plane algorithm in Computational Inelasticity by Simo and Hughes

           Shell algorithm using the secant method (Benson and Schoenfeld)



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