00:55

Sigma beam buckling under fire loading

06:36

Steel bar sliding in concrete block

28:18

Carbon Fiber Reinforced Polymer for Concrete beam

06:06

Timber-Concrete Bridge | Result Visualization

02:06

Timber-Concrete Bridge | Contact problem- Error Simulation

07:25

Timber-Concrete Bridge | Material definition

14:03

Timber-Concrete Bridge | Part Creation- Contact Model

18:56

Timber-Concrete Bridge | Part creation - Divers Materials definition

38:36

ABAQUS | POST-TENSION CONCRETE BEAM

20:08

CROSS LAMINATED TIMBER IN FLEXION WITH COHESIVE MODEL

00:19

NAIL CONNECTION 3

00:19

NAIL CONNECTION 2

00:19

NAIL CONNECTION 1

00:08

COMPLEXE CONNECTION 3

00:02

COMPLEXE CONNECTION 2

00:02

COMPLEXE CONNECTION/ STEEL-CONCRETE ELEMENTS

08:39

SURFACED COHESIVE MODEL APPLICATION ON THE FAILURE OF TIMBER CONNECTION

14:32

DYNAMIC ANALYSIS OF REINFORCED CONCRETE COLUMN UNDER MULTI-ACTION

00:23

DAMAGE OF CONCRETE IN TENSION UNDER CYCLIC LOADING

04:52

MESHING A ROUND PART/ C3D4 or C3D8

05:08

Meshing a part with holes

03:19

TIMBER - CONCRETE COMPOSITE BEAM RECONSTRUCTION

05:39

Box girder bridge stress distribution under cyclic vehicle loading

08:49

IMPACT ROCKFALL-STEEL WIRE MESH

01:18

Bridge Rail Accident by ABAQUS/Explicit

10:08

Cyclic loading assign using displacement control in ABAQUS | CYCLIC LOADING ANALYSIS

01:36

Material Orientation Assign (Anisotropy/ Multilayer composite)

33:46

Timber connection under cyclic loading

39:05

Reinforcement concrete structure step-by-step analysis with ABAQUS

13:45

2 simple steps for creating a model ABAQUS from AUTOCAD

02:40

The tensile strength value may affect to the convergence of the Concrete Damaged Plasticity model?

00:16

fire protection simulation

01:13

Modes of failure of the Glued Solid Timber with finger-joint under flexion

01:33

Failure of glued solid timber beam (GST) under flexion

00:38

Modeling of the timber failure in the double shear doweled connection test

13:07

[Abaqus example] Steel bar in compression

22:52

3D FE Model of Anisotropic Elasto-Plastic Material with Hill criterion

00:22

Assemblage with dowel connection under cyclic load

00:13

Removing the overstrain of a metal plate in ABAQUS/EXPLICIT

18:58

Mode I crack of the glued timber by cohesive behavior interaction

00:45

Composite Timber-Concrete beam with screws connection using embedded region constrain technique

06:34

Glued failure timber simulation by using cohesive behavior

00:18

finger joint glued timber's failure by abaqus simulation