Good night. I need help with this problem of continuum
mechanics. It is taken from George E. Mase book, "Continuum
mechanics for engineers". The picture has the final answer, but I
don't know the steps to obtain it. Please, explain it step by step.
Thank you so much.
s=[3 3 -2;3 3 -2;-2 -2 8];
>> null(s)
ans =
-0.7071
0.7071
0.0000
>> u=[-1 3 -2;3 -1 -2;-2 -2 4];
>> null(u)
ans =
0.5774
0.5774
0.5774
>> v=[-7 3 -2;3 -7 -2;-2 -2 -2];
>> null(v)
ans =
0.4082
0.4082
-0.8165
Good night. I need help with this problem of continuum mechanics. It is taken from George E. Mase book, "Continuum m...
please solve it by hand, do not use matlab or stuff like that.
thank you :)
Good night. I need help with this problem of continuum mechanics. It is taken from George E. Mase book, "Continuum mechanics for engineers". The picture has the final answer, but I don't know the steps to obtain it. Please, explain it step by step. Thank you so much. 3.28. A certain homogeneous deformation field results in the finite strain tensor 1 3-2 Lul =...
need solution for milestones A Q1
Solid Mechanics 3 Assessment Task 1a - 2020 Milestone a Question 1. For each of the plane-stress conditions given below, construct a Mohr's circle of stress, find the principal stresses and the orientation of the principal axes relative to the xy axes and determine the stresses on an element, rotated in the x-y plane 60° counterclockwise from its original position: (a) dx = 200 MPa Oy - 300 MPa T .40 MPa (b) dx...