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Structure Work Hardening Effect HYCRASH

[Simulation] S frame collapse analysis

Comparison of the collapse property of the thin bending part (with or without consideration of the work hardening effect)

This experiment was conducted by Working group of structure and strength, Society of Automotive Engineers of Japan. This shows force-stroke behaviour under the prescribed displacement. We have compared the test result and analysis result. In which virgin material property and the one with work hardening, that HYCRASH calculates. It shows much better correlation between the test and analysis, if you incorporate the effect of forming, using HYCRASH

Sframe collapse Sframe collapse

The residual strain(left) and thickness distribution(right) calculated by HYCRASH The residual strain(left) and thickness distribution(right) calculated by HYCRASH

Sframe collapse force-stroke Sframe collapse force-stroke

Table Sframe collapse peak force
  Peak force(kN) Difference to test
Test 27.7 -
Virgin material 24.1 13%
With HYCRASH 26. 26.5 4%
  • * Working group of structure and strength : "Collapse property of light-gage and skew beam (vol1. test condition and result)", Society of Automotive Engineers of Japan. Inc., 1986.
  • * Working group of structure and strength : "Collapse property of light-gage and skew beam (vol2. test condition and result)", Society of Automotive Engineers of Japan. Inc., 1989.

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