In this tutorial, the Simulation cyclic loading of a steel beam-column joint filled with the UHPC and welded stiffeners in Abaqus has been done. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. The steel beam and column are modeled as three-dimensional shell parts. The stiffeners are modeled as three-dimensional ...
ادامه نوشته »Simulation air blast load over a RC beam reinforced with Cloth Concrete cover in Abaqus
In this tutorial, the Simulation air blast load over a RC beam reinforced with Cloth Concrete cover in Abaqus has been done, The normal concrete core is modeled as a three-dimensional solid part. The cloth concrete part is modeled as a three-dimensional patrt. The steel bar and strips are modeled ...
ادامه نوشته »Simulation CEL explosion inside the RC UHPC building in Abaqus-Damage investigation
In this tutorial, the Simulation CEL explosion inside the RC UHPC building in Abaqus-Damage investigation has been done The Ulta-High-Performance-Concrete(UPHC) building is modeled as a three-dimensional solid part. The reinforcements are modeled as wire part. The TNT is shpere part inside the Eulerian domain. You can see figures of the ...
ادامه نوشته »Simulation compression test of CFRP composite spirals in circular hollow UHPC columns in Abaqus
In this tutorial, the Simulation compression test of CFRP composite spirals in circular hollow UHPC columns in Abaqus has been done. The Ultra-High-Performace-Concrete column is modeled as a three-dimensional solid part. The spiral CFRP part is modeled as a solid part, the longitudinal steel bar is modeled as a wire ...
ادامه نوشته »Simulation air blast explosion over a steel-UHPC-steel sandwich composite beam stud connectors in Abaqus
In this tutorial, the Simulation air blast explosion over a steel-UHPC-steel sandwich composite beam stud connectors in Abaqus has been studied. The two steel plates with studs are modeled as three-dimensional solid part. The UHPC is modeled as a three-dimensional solid part as a core of the sandwich beam. You ...
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