ShadowWarrior
Civil/Environmental
- Aug 21, 2006
- 171
Hi all,
I would like to use Tsai-Hill 3D transversely isotropic failure criterion in modeling metal. The failure model requires 3 parameters -The axial (X) and in-plane (Y) tensile strengths and the transverse shear strength (S). To be valid, the parameters X and Y must satisfy the relation: Y < 2X. Note that I only have uni-axial tensile data.
Can I use the same tensile strengths for X and Y since metal is isotropic in all directions? If yes, then how do I calculate the S from uni-axial tensile data?
I would like to use Tsai-Hill 3D transversely isotropic failure criterion in modeling metal. The failure model requires 3 parameters -The axial (X) and in-plane (Y) tensile strengths and the transverse shear strength (S). To be valid, the parameters X and Y must satisfy the relation: Y < 2X. Note that I only have uni-axial tensile data.
Can I use the same tensile strengths for X and Y since metal is isotropic in all directions? If yes, then how do I calculate the S from uni-axial tensile data?