Damage, Fracture and Failure
No |
Sesion |
Date |
From |
Till |
Room |
chairman |
co-chairman |
19,1 |
S1 |
2001-06-26 |
14:00 |
15:30 |
E |
P. Ladeveze |
G. Meschke |
19,2 |
S2 |
2001-06-26 |
16:00 |
17:30 |
E |
P. Steinmann |
M.G.D. Geers |
19,3 |
S3 |
2001-06-26 |
18:00 |
19:30 |
E |
P. Bouillard |
M. Jirásek |
19,4 |
S4 |
2001-06-27 |
10:45 |
12:15 |
E |
P. Wriggers |
G. Pijaudier-Cabot |
19,5 |
S5 |
2001-06-27 |
14:00 |
15:30 |
E |
J. Skrzypek |
K. Naumenko |
S 1
Time |
Authors |
Title |
No |
T |
14:00 |
G. Pijaudier-Cabot, C. Le Bellego, B. Gerard, K. Haidar, J.F. Dube |
Scaling of structural strength and non-local damage for failure analysis |
591 |
I |
14:36 |
B. Patzák, M. Jirásek |
Consistent tangent stiffness for nonlocal material models |
381 |
C |
14:54 |
U. Häussler-Combe, Y. Luo |
Numerical evaluations of size effects in concrete structures |
117 |
C |
15:12 |
S. Müller, D. Kuhl, M. Stumvoll, G. Meschke |
Modelling of anisotropic elasticity and damage on macroscopic and microplane levels - a comparison |
281 |
C |
S 2
Time |
Authors |
Title |
No |
T |
16:00 |
R. Larsson, N. Jansson |
A geometrically non-linear interface debonding model |
363 |
C |
16:18 |
C. Leppin, P. Wriggers |
A discontinuous finite element model for mixed mode localized failure in metallic and granular materials |
231 |
C |
16:36 |
J. Mosler, G. Meschke |
Analysis of mode I failure in brittle materials using the strong discontinuity approach with higher order elements |
146 |
C |
16:54 |
Y. Ousset, A. Münch |
Delamination growth simulation in layered composite panels |
60 |
C |
17:12 |
T. Massart, P. Bouillard, M.G.D. Geers, R.H.J. Peerlings |
A 2D anisotropic damage model for masonry walls |
401 |
C |
S 3
Time |
Authors |
Title |
No |
T |
18:00 |
M. Chiesa, B. Skallerud, B. Nyhus |
Efficient numerical procedures for fracture assessment of surface cracked shells |
113 |
C |
18:18 |
G.D. Dhondt |
Mixed-mode K-calculations anisotropic materials |
23 |
C |
18:36 |
C. Mazzotti, M. Savoia |
An incremental non linear creep damage model for concrete in compression |
32 |
C |
18:54 |
L. Nasdala |
Formulation and implementation of a viscoelastic damage model for steady-state tire computations |
470 |
C |
19:12 |
S. Glodez, G. Fajdiga, J. Flasker |
Numerical analysis of micropitting on gears |
69 |
C |
S 4
Time |
Authors |
Title |
No |
T |
10:45 |
M. Jirásek, B. Patzák |
Models for quasibrittle failure: theoretical and computational aspects |
467 |
I |
11:21 |
R.A.B. Engelen, M.G.D. Geers, R.J.M. Ubachs |
Initiation and evolution of ductile damage within an implicit gradient-enhanced hyperelastic iscochoric J_2-plasticity theory |
25 |
C |
11:39 |
M.P. Wnuk |
Work of fracture and cohesive stress distributions resulting from triaxiality dependent cohesive zone model |
630 |
C |
11:57 |
C. Comi, U. Perego |
Symmetric and non-symmetric non-local damage formulations: an assessment of merits |
289 |
C |
S 5
Time |
Authors |
Title |
No |
T |
14:00 |
A. Menzel, P. Steinmann |
A theoretical and computational framework for anisotropic inelasticity |
492 |
C |
14:18 |
P. Mika |
The comparison of scalar and tensorial damage measures |
415 |
C |
14:36 |
H. Altenbach, C. Huang, K. Naumenko, V. Burlayenko |
Influence of the element type on the accuracy of creep-damage predictions in thinwalles structures |
539 |
C |
14:54 |
A. Ganczarski |
Computer simulation of transient thermo-damage fields in 3D structure |
187 |
C |
15:12 |
H. Kuna-Ciskał, J. Skrzypek |
Mesh dependence and regularization in local approach to fracture in elastic-brittle materials |
301 |
C |