|
Contact (mechanics)
|
282 |
25 |
41 |
14 |
3.4 |
|
Covariant derivative
|
44 |
3 |
13 |
6 |
3.3 |
|
Deformation (mechanics)
|
212 |
10 |
27 |
10 |
1.6 |
|
Drucker Prager yield criterion
|
171 |
14 |
10 |
3 |
3.5 |
|
Euler–Bernoulli beam equation
|
288 |
18 |
11 |
10 |
3.4 |
|
Finite strain theory
|
315 |
2 |
27 |
10 |
2.2 |
|
Hill yield criteria
|
161 |
12 |
8 |
3 |
2.2 |
|
Hooke's law
|
21 |
9 |
11 |
5 |
1.2 |
|
Hyperelastic material
|
269 |
28 |
27 |
15 |
1.9 |
|
Infinitesimal strain theory
|
331 |
24 |
20 |
6 |
3 |
|
J integral
|
358 |
7 |
35 |
2 |
2.3 |
|
Johnson–Holmquist damage model
|
158 |
5 |
14 |
4 |
2.3 |
|
Linear elasticity
|
116 |
22 |
12 |
5 |
3 |
|
Mohr-Coulomb theory
|
191 |
10 |
9 |
10 |
3.2 |
|
Poisson's ratio
|
85 |
3 |
10 |
2 |
3.3 |
|
Specific strength
|
110 |
36 |
13 |
6 |
2.1 |
|
Stress (mechanics)
|
39 |
30 |
40 |
8 |
1.5 |
|
Stress functions
|
204 |
28 |
50 |
6 |
2.9 |
|
Stress measures
|
342 |
27 |
12 |
4 |
2.4 |
|
Tensor derivative (continuum mechanics)
|
141 |
5 |
29 |
4 |
1.5 |
|
