Chen1
Geotechnical
- Jun 29, 2013
- 108
Can somebody help me explain some results.
i am squeezing part-A between part-B and Part-C, so part-A is sandwithced btween part-b and C, Parts-B and C have the same mechanical properties (same Young's modulus and poisson's ratio).
I ran the model two times, in the first time, the ratio of Young's modulus of parts B and C to Part-A is 3 times, while in the second time, the ratio is 15 times.
I noticed that more stress concentration and more damage in part-A occurs as the stiffness of parts B and C increases.
Can any one explain why?
Thanks
i am squeezing part-A between part-B and Part-C, so part-A is sandwithced btween part-b and C, Parts-B and C have the same mechanical properties (same Young's modulus and poisson's ratio).
I ran the model two times, in the first time, the ratio of Young's modulus of parts B and C to Part-A is 3 times, while in the second time, the ratio is 15 times.
I noticed that more stress concentration and more damage in part-A occurs as the stiffness of parts B and C increases.
Can any one explain why?
Thanks