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        Modelling Springback of Bent Hydroformed Dual- -

        2018-12-05 13:17:00
        LUQIMENG
        Original
        2632

        ? 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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