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)