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 ...
ادامه نوشته »Simulation of Flexural Behavior of Laced Reinforced Concrete Beam in Abaqus
Simulation of Flexural Behavior of Laced Reinforced Concrete Beam in Abaqus has been investigated in the present study. The concrete beam is modeled as a three-dimensional solid part. The laced steel reinforcements are modeled as three-dimensional wire parts. The hydraulic jacks are modeled as rigid parts. You can see a ...
ادامه نوشته »Simulation load bearing capacity of a composite joint between a reinforced concrete column and a steel beam in Abaqus
In this tutorial, the Simulation load bearing capacity of a composite joint between a reinforced concrete column and a steel beam in Abaqus has been done. The concrete column is modeled as a three-dimensional solid part. The steel beam and column are modeled as three-dimensional solid parts. The steel bar ...
ادامه نوشته »Seismic behavior of RC exterior wide beam-column joints in Abaqus
In this tutorial, the Seismic behavior of RC exterior wide beam-column joints in Abaqus has been simulated. The concrete beam and column are modeled as three-dimensional solid parts. The steel bars and strips are modeled as three-dimensional wire parts. You can see a figure of the assembled parts below Reinforced ...
ادامه نوشته »Simulation three point bending of a RC beam reinforced with CFRP in Abaqus
In this tutorial, the Simulation three point bending of a RC beam reinforced with CFRP in Abaqus has been investigated. The concrete beam is modeled as a three-dimensional solid part. The steel bars and strips are modeled as three-dimensional wire parts. The CFRP sheet is modeled as a three-dimensional shell ...
ادامه نوشته »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 ...
ادامه نوشته »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 ...
ادامه نوشته »Simulation ultra high performance fiber reinforced concrete beam under four points bending in Abaqus
In this tutorial, the Simulation ultra-high-performance fiber-reinforced concrete beam under four points bending in Abaqus has been investigated. Extensive research and development efforts, over the past three decades, to improve properties of concrete have led to the emergence of ultra-high performance concrete(UHPC). UHPC possesses very high compressive strength, good tensile ...
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