RECOMMENDATION - PREDICTION OF BUCKLING OF RHS COLUMNS USING FINITE ELEMENT ANALYSIS METHOD

Given that results obtain from the simulation-based project are extremely subjective due to the input data which comes from the user themselves, it must be verified through actual lab experiment before it can be applied in the real-world.

Thus, for those who will continue this work, it is recommended to conduct a lab experiment and compare the obtained results with this research. From there, a further refinement can then be done on the simulation parameter itself and increase its relative reliability for future applications in industry.

66 APPENDIX

Theoretical and Numerical results of critical buckling load for steel grade S275

Theoretical and Numerical results of critical buckling load for steel grade S355

Theoretical and Numerical results of critical buckling load for steel grade S460

FEA results of RHS column with increasing in opening numbers

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