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

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

Simulation cyclic loading of a composite Column(UHPC + Steel box) in Abaqus

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 ...

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Simulation dynamic bending test of an interior voided RC UHPC beam in Abaqus

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 ...

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Simulation compression test of an encased steel-UHPC composite column using Abaqus

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 ...

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Simulation four point bending of the UHPFRC beam in Abaqus

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 ...

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Simulation compression test of the UHPFRC column with internal CFRP box in Abaqus

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 ...

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Simulation four points bending of Ultra High Performance Concrete beam with steel beam core in Abaqus

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 ...

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