Sriwardene
Structural
- Aug 20, 2003
- 7
Hello
I am these days busy with designing a wheel using FEA. I use a steel where yield strength of 235 MPa and UTS of 340 MPa.
According to FEA, I see some regions with stresses above 235MPa (somewhere around 240 MPa) and those regions are moved to elastic-plastic region. In rim designs what is the strength limit usually take into account at design stage? Yield strength of 235MPa at 0 plastic strain or UTS of 340 MPa at non zero plastic strain?
Sriwardene
I am these days busy with designing a wheel using FEA. I use a steel where yield strength of 235 MPa and UTS of 340 MPa.
According to FEA, I see some regions with stresses above 235MPa (somewhere around 240 MPa) and those regions are moved to elastic-plastic region. In rim designs what is the strength limit usually take into account at design stage? Yield strength of 235MPa at 0 plastic strain or UTS of 340 MPa at non zero plastic strain?
Sriwardene