Engineering Downloads

Category: Paper Based Models

Abaqus simulation of aluminum-concrete beam under bending

2-3-768x374-1-300x146

A numerical simulation of an aluminum-concrete beam

Buried X65 pipeline FEM simulation under blast

2-13-300x144-1

A parametric study on the mechanical performance of buried X65 steel pipelines under subsurface detonation

Advanced Abaqus Simulation Package: CFRP Debonding in Retrofitted RC Beams

Advanced Abaqus Simulation Package: CFRP Debonding in Retrofitted RC Beams

Advanced Abaqus Simulation: CFRP Debonding in Retrofitted RC Beams

Advanced OpenSees cyclic Analysis codes for Reinforced Concrete Frames: Experimentally-Validated Simulation for Engineers and Researchers

4.9

RC beam blast simulation in Abaqus

1-14-768x364-1-300x142

Alternatives to prevent the failure of RC members under close-in blast loadings

buried tanks seismic simulation

water displacements

An assessment of dynamic pressure in buried tanks subjected to seismic loadings

3-14-768x381-1-300x149

An experimental and numerical study of aluminum–concrete joints and composite beams

1-4-800x391-1-300x147

2-4-800x391-1-300x147

Analysis of steel bolted double angle connections at elevated temperatures

F5-P2-5-300x144

F5-P2-9

Ballistic performance of multi-layered fabric composite plates impacted by different 7.62 mm caliber projectiles

3-5-300x148

Ballistic performances of concrete targets subjected to long projectile impact

F3-P3-300x150

F3-P4

Ballistic performances of concrete targets subjected to long projectile impact

Finite element simulation of CFRP columns under axial and eccentric loading in Abaqus

5-3-768x395-1-300x154

Behavior of hollow core square reinforced concrete columns wrapped with CFRP with different fiber orientations

Simulation of CFST column under axial compression in Abaqus

3-4-660x330-1-300x150

Behavior of inclined, tapered and STS square CFST stub columns subjected to axial load – Part 1

Abaqus simulation of tapered CFST column under axial load

4-7-300x151

Behavior of inclined, tapered and STS square CFST stub columns subjected to axial load – Part 2

7-7-300x147

Behavior of stainless-steel beam-to-column bolted connections–Part 1: Simplified FE model

Abaqus simulation of double skin concrete-filled steel tube under bending

7-11-300x145-1

Behavior of thin-walled dodecagonal section double skin concrete-filled steel tubes under bending

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