In this tutorial, the Fire analysis of a Steel-Timber composite beam in Abaqus has been done. Both steel and timber wood beams are modeled as three-dimensional solid parts. You can see a figure of the assembled parts below The combination of timber and steel in a single-beam cross-section can result ...
ادامه نوشته »Simulation of hollow-core slabs under fire conditions and four-point bending in Abaqus
In this tutorial, the Simulation hollow-core slab under fire conditions and four-point bending in Abaqus has been investigated. Precast/prestressed concrete hollow core (PCHC) slabs with a reduction in self-weight due to longitudinal voids, and without shear reinforcement due to the extrusion method are most susceptible to shear failure. When subjected ...
ادامه نوشته »fire analysis of a composite beam(RC concrete slab+ steel beam)under bending load in Abaqus
In this tutorial, the fire analysis of a composite beam (RC concrete slab+ steel beam) under bending load in Abaqus has been done. The concrete slab is modeled as a three-dimensional solid part. The steel reinforcements are modeled as wire parts. The steel beam is modeled as a three-dimensional solid ...
ادامه نوشته »Simulation of RC Beams during Fire Events Using a Fully Coupled Thermal-Stress Analysis in Abaqus
In this tutorial, the Simulation of RC Beams during Fire Events Using a Fully Coupled thermal stress Analysis in Abaqus has been studied. The concrete beam is modeled as a three-dimensional solid part. The steel reinforcements are modeled as wire parts. You can see a figure of the assembled parts ...
ادامه نوشته »Simulation full three Dimensional fire analysis of a Reinforced concrete beam in Abaqus-Sequential Coupling Technique
In this tutorial, the Simulation full three Dimensional fire analysis of a Reinforced concrete beam in Abaqus-Sequential Coupling Technique- has been investigated. The concrete beam is modeled as a three-dimensional solid part,. The longitudal bar and strips are modeled as three-dimensional solid part. You can see a figure of the ...
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