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خانه / بایگانی برچسب: UHPC beam simulation

بایگانی برچسب: UHPC beam simulation

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 three-point bending test of the UHPC beam reinforced with Jute-Epoxy lamina in Abaqus

In this tutorial, the Simulation three-point bending test of the UHPC beam reinforced with Jute-Epoxy lamina in Abaqus has been investigated. The UHPC beam is modeled as a three-dimensional solid part. The Jute-Epoxy lamina is modeled as a three-dimensional shell part with four layers. A rigid body shell part is ...

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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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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 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 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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Simulation flexural behavior of reinforced concrete beams strengthened with ultra-high performance concrete in Abaqus

In this tutorial, the Simulation flexural behavior of reinforced concrete beams strengthened with ultra-high performance concrete in Abaqus has been done. Strengthening of concrete structure has become very important not only for deteriorating concrete structures, but also for strengthening new concrete structural members so that they perform much better under ...

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