بایگانی برچسب: Simulation four points bending of Ultra High Performance Concrete

This tutorial investigates the Simulation of Shearing and bending Capacity of Concrete Beams Reinforced with Carbon Fiber Truss in Abaqus. The Ultra-High-Performance-Concrete beam is modeled as a three-dimensional solid part. The bar and strips are modeled as wire parts. The CFRP composite is modeled as a truss-shaped shell with eight ...

In this tutorial, the Simulation bending test of a composite beam(wood-UHPC-Steel) in Abaqus has been done. The wood is modeled as a three-dimensional solid part with two layers, the top layer is in compression, and the bottom is in tension. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. The ...

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 ...

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 dynamic bending test of an interior voided RC UHPC beam in Abaqus has been studied. The Ultra-High-Performance Concrete beam is modeled as three-dimensional solid part with interior sphere voids. The steel bar and strips are modeled as three-dimensional wire parts. The rigid bodies are used ...

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 four point bending of the UHPFRC beam in Abaqus has been done. The UHPFRC beam is modeled as a three-dimensional solid part. Steel bars and strips are modeled as three-dimensional wire part. Two rigid bodies are used as hydraulic jack to apply the displacement on ...

In this tutorial, the Simulation compression test of the UHPFRC column with internal CFRP box in Abaqus has been investigated. The Ultra-High-Performance-Fiber-Reinforced concrete is modeled as a three-dimensional solid part. The CFRP internal box is modeled as a three-dimensional shell part. Two rigid bodies are used as supporter and body ...

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 ...