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خانه / بایگانی برچسب: Simulation elliptical ultra-high-performance concrete-filled steel

بایگانی برچسب: Simulation elliptical ultra-high-performance concrete-filled steel

Simulation five point bending of a composite concrete beam(NSC+UHPFRC) in Abaqus

In this tutorial, the Simulation five point bending of a composite concrete beam(NSC+UHPFRC) in Abaqus has been done. The normal strength concrete beam as a cover is modeled as a three-dimensional solid part. The Ultra-High-Performace-Fiber-Reinforce-Concrete core is modeled as the a three-dimensional solid part. The steel bars and strips are ...

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Simulation curved steel–UHPC–steel double skin composite panel under bending load in Abaqus

In this tutorial, the Simulation curved steel–UHPC–steel double skin composite panel under bending load in Abaqus has been investigated. The UHPC panel is modeled as a three-dimensional solid part. The steel skins are modeled as three-dimensional shell parts. You can see a figure of the assembled parts below Steel–UHPC–steel double ...

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Simulation elliptical ultra-high-performance concrete-filled steel tabular column under compression load in Abaqus

In this tutorial, the simulation elliptical ultra-high-performance concrete-filled steel tabular column under compression load in Abaqus has been investigated. Elliptical concrete-filled steel tubular (CFST) columns have recently attracted significant attention because of their increased strength and stiffness compared with empty elliptical hollow sections. The UHPC core is modeled as a ...

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