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خانه / بایگانی برچسب: High Performance Concrete (UHPC)

بایگانی برچسب: High Performance Concrete (UHPC)

Simulation air blast explosion over the UHPC slab reinforced with BFRP composite in Abaqus

In this tutorial, the Simulation air blast explosion over the UHPC slab reinforced with BFRP composite in Abaqus has been investigated. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. The Basalt fiber reinforced plastic(BFRP) is modeled as a shell part with four layers. You can see a figure of ...

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Simulation dynamic bending test of a composite panel( UHPC-NSC) in Abaqus

In this tutorial, the Simulation dynamic bending test of a composite panel( UHPC-NSC) in Abaqus has been investigated. The Ultra-High-Performance Concrete and Normal Strength Concrete are modeled as three-dimensional solid parts. The steel bars are modeled as three-dimensional wire part. A shell rigid body is used as a hydraulic jack ...

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Simulation air blast explosion over the composite RC slab( UHPC and NSC) in Abaqus

In this tutorial, the Simulation air blast explosion over the composite RC slab( UHPC and NSC) in Abaqus has been investigated. the Ultra High Performance Concrete(UHPC) and Normal Strength Concrete(NSC) are modeled as three-dimensional solid part. The UHPC is the upper face and the NSC is the bottom part. The ...

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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 Ultra High Performance Concrete beam-column joint under cyclic loading in Abaqus

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 ...

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Dynamic bending simulation of a UHPC beam reinforced with GFRP bars in Abaqus

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 ...

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Simulation static bending of the UHPC beam with CFRP pipe core in Abaqus

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 ...

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Simulation of Stud Connected Steel-UHPC Composite Girders Subjected to four-point bending in Abaqus

In this tutorial, Simulation of Stud Connected Steel-Concrete Composite Girders Subjected to four-point bending in Abaqus has been studied. The performance of steel-concrete composite (SCC) girders for static and dynamic loads depends significantly on the force transfer mechanism at the interface between steel beam and concrete. Stud connected SCC girders consist ...

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Simulation four-point bending of the UHPC slab reinforced with steel bars and GFRP sheet in Abaqus

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 ...

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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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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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Numerical simulation of Ultra High Performance Concrete (UHPC) under four points bending in Abaqus

In this tutorial. the Numerical simulation of Ultra-High-Performance Concrete (UHPC) under four points bending in Abaqus has been investigated. Although concrete is the most universally used material in building there are still some limitations to its use, such as low tensile strength and brittleness. Ultra-High Performance Concrete (UHPC), a cutting-edge ...

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