بایگانی برچسب: abaqus compression test simulation

In this tutorial, the Simulation compression test of a composite column(wood-uhpc-steel cover) in Abaqus has been investigated. The wood core and Ulta-High-Performance-Concrete parts are modeled as three-dimensional solid parts. The steel cover is modeled as a shell part. You can see a figure of the assembled parts below Wood columns ...

In this tutorial, the Simulation compression test of the short concrete column reinforce with Banana-Epoxy lamina in Abaqus has been investigated. The concrete column is modeled as a three-dimensional solid part. The Banana-Epoxy lamina is modeled as a three-dimensional shell part. The steel bars and strips are modeled as three-dimensional ...

In this tutorial, the Simulation dynamic compression test of a concrete column reinforced with CFRP bars in Abaqus has been investigated. The concrete column is modeled as a three-dimensional solid part. The CFRP bar is modeled as a three-dimensional solid part and two rigid bodies as supporter and hydraulic jack ...

In this tutorial, the Simulation Ultra-high-Performance circular short CFST column in Abaqus under compression test has been investigated.The concrete core is modeled as a three-dimensional solid part. The steel tube is modeled as a three-dimensional shell part. You can see a figure of the assembled parts below CFST columns are ...

In this tutorial, the Simulation axial compression of the Ultra-High-Performance Concrete column in Abaqus has been investigated. Ultra-High Performance Concrete (UHPC) is an advanced technology in the concrete industry with superior characteristics such as high strength in compression and tension, ductility, and durability. The concrete column is modeled as a ...

Traditionally, columns have been constructed  from materials which are strong enough to withstand the  combined effects of vertical loads and moments applied to it.  The most common materials used for constructing columns  are either reinforced concrete (RC) or structural steel. This is  due to previous robust experimental research work which ...