|
S-N curves in the very-high-cycle fatigue regime: statistical modeling based on the hydrogen embrittlement consideration
|
|
D. S. Paolino, A. Tridello, G. Chiandussi, M. Rossetto
|
39 |
11 |
1319–1336 |
2016 |
12.43 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|
|
Statistics of single-fibre tensile strength incorporating spatial distribution of microcracks
|
|
W.-S. Lei
|
39 |
11 |
1337–1351 |
2016 |
15.62 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|
|
Extended finite element fracture analysis of a cracked isotropic shell repaired by composite patch
|
|
H. Zarrinzadeh, M. Z. Kabir, A. Deylami
|
39 |
11 |
1352–1365 |
2016 |
30.14 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|
|
Evaluation of the discrete element method (DEM) and of the experimental evidence on concrete behaviour under static 3D compression
|
|
J. D. Riera, L. F. F. Miguel, I. Iturrioz
|
39 |
11 |
1366–1378 |
2016 |
14.52 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|
|
Experimental studies on mixed-mode dynamic fracture behaviour of aluminium alloy plates with narrow U-notch
|
|
X Wen, F Lu, R Chen, L Cao, Y Lin
|
39 |
11 |
1379–1390 |
2016 |
41.21 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|
|
Ductile tearing simulation of Battelle pipe test using simplified stress-modified fracture strain concept
|
|
H.-W. Ryu, K.-D. Bae, Y.-J. Kim, J.-J. Han, J.-S. Kim, P. J. Budden
|
39 |
11 |
1391–1406 |
2016 |
13.58 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|
|
Stress intensity factors for surface cracks in single-edge notch bend specimen by a three-dimensional weight function method
|
|
X C Zhao, X R Wu, J C Newman, D H Tong
|
39 |
11 |
1407–1418 |
2016 |
14.54 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|
|
A simple damage model for concrete considering irreversible mode-II microcracks
|
|
Z. Yu, Z. Shan, Z. Ouyang, F. Guo
|
39 |
11 |
1419–1432 |
2016 |
18.33 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|
|
Measurement and prediction of CTOD in austenitic stainless steel
|
|
W Khor, P L Moore, H G Pisarski, M Haslett, C J Brown
|
39 |
11 |
1433–1442 |
2016 |
19.43 |
|
Average Rating: 0.0 / 5
(0 Reviews)
|