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Category: Paper Based Models

Experimental and numerical study of water jet spot welding

Experimental and numerical study of water jet spot welding

p-section concrete beams

C1-P3-21-300x145

Experimental investigation of p-section concrete beams under contact explosion and close-in explosion conditions

FEA model of composite floor with cold-formed steel

Finite element analysis of new composite floors having cold-formed steel and concrete slab

electro hydraulic forming simulation

3-2-1-300x150

Finite Element Modelling of Electro-Hydraulic Forming of Sheets

3-Simulation of Flexural Behavior in Reinforced Concrete Beams Strengthened with Ultra-High Performance Concrete Using Abaqus

4-14-768x374-1-300x146

Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete

Finite element simulation of CFRP steel beam under flexural loading in Abaqus

7-3-300x152-1

Flexural rehabilitation of steel beam with CFRP and BFRP fabrics – A comparative study

4.6

Moment-deflection curve of CFST beam under bending

Flexural response of concrete-filled seamless steel tubes

4.7

2-4-768x382-1-300x149

5-4-300x149-1

GFRP Reinforced Concrete Slabs in Fire: Finite Element Modelling

F2-P2-3-300x143

F2-P2-4

Impact against empty and water-filled X65 steel pipes – Experiments and simulations

Ceramic armor ballistic impact simulation in Abaqus

4-15-768x373

Influence of different back laminate layers on ballistic performance of ceramic composite armor

F4-P4-2-300x149

F4-P4-3-300x150

Low-velocity impact behavior of two-way RC slab strengthening with CFRP strips

F3-P4-4-300x152

F3-P4-2-300x150

Low-velocity impact failure of aluminum honeycomb sandwich panels

Masonry wall FEM under explosive loading

2-2-768x386-1-300x151

Masonry wall behavior under explosive loading

paper-based, free vibration analysis of pipes

MATLAB Code for Finite Element analysis of Pipes: Free Vibration Analysis and Validation

4.8

Wood concrete XFEM simulation in Abaqus

4-1-300x141-1

Mechanical characterization of concrete containing wood shavings as aggregates

Abaqus simulation of UHPFRC beam under flexural and shear loading

5-12-300x142-1

Modeling the response of ultra-high-performance fiber reinforced concrete beams

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