بایگانی برچسب: Simulation axial compression of UHPC column

In this tutorial, the Simulation cyclic loading of a composite Column(UHPC + Steel box) in Abaqus has been studied. The Ultra-High-Performance Concrete column is modeled as a three-dimensional solid part. The steel box cover is modeled as a three-dimensional shell part. You can see a figure of the assembled parts ...

In this tutorial, the Simulation compression test of an encased steel-UHPC composite column using Abaqus has been done. The UHPC column is modeled as a three-dimensional solid part. The I shape steel column is modeled as a three-dimensional solid part. The steel bars and strips are modeled as three-dimensional wire ...

In this tutorial, the Simulation Ultra High Performance Concrete beam-column joint under cyclic loading in Abaqus has been investigated. The UHPC beam-column joint is modeled as a three-dimensional solid part. The steel bars and strips are modeled as three-dimensional wire part. You can see a figure of the assembled parts ...

In this tutorial, the Dynamic bending simulation of a UHPC beam reinforced with GFRP bars in Abaqus has been investigated. The Uktra-High-Performance concrete  beam is modeled as a three-dimensional solid part. The cohesive layer as an interface between UHPC and GFRP bar is modeled as a three-dimensional solid part. The ...

In this tutorial, the Simulation static bending of the UHPC beam with CFRP pipe core in Abaqus has been investigated. The concrete beam is modeled as three-dimensional solid part. The CFRP pipe core is modeled as a three-dimensional shell part. The rigid body part is used as a force body.You ...

In this tutorial, the Simulation four-point bending of the UHPC slab reinforced with steel bars and the GFRP sheet in Abaqus has been investigated. The UHP concrete slab is modeled as a three-dimensional solid part. The steel bars are modeled as three-dimensional wire parts. The GFRP sheet with eight layers ...

In this tutorial, the Simulation axial compression of the damaged concrete column with initial residual stress reinforced with CFRP in Abaqus has been investigated. The concrete column is modeled as a three-dimensional solid part. The CFRP box is modeled as a three-dimensional shell part. In the first simulation of the ...

In this tutorial, the Simulation four points bending of Ultra High Performance Concrete beam with steel beam core in Abaqus has been done. UHPC possesses a compressive strength greater than 21.7 ksi (150 Mpa) and a flexural strength greater than 0.72 ksi (10 Mpa) at 28 days. The concept of ...

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 ...