Simulation CFRP for seismic strengthening of shear controlled RC column in Abaqus has been studied in this tutorial. The concrete column is modeled as a three-dimensional solid part, the steel reinforcements are modeled as three-dimensional wirt part, and the CFRP is modeled as a shell part. You can see a ...
ادامه نوشته »Cyclic Test Simulation of Concrete-Filled Steel Column in Abaqus-Validation Analysis
The Cyclic Test Simulation of Concrete-Filled Steel Column in Abaqus-Validation Analysis has been done in this tutorial. The steel box column, ribs, and stiffener plates are modeled as three-dimensional shell parts. The two concrete blocks are modeled as three-dimensional solid parts. You can see the figures of the assembled parts ...
ادامه نوشته »simulation of steel beam-open leg column joints under cyclic loading in Abaqus
In this tutorial, the simulation of steel beam-open leg column joints under cyclic loading in Abaqus has been done. Steel structure columns are vertical members in a steel structure that support the load-bearing beams and other structural elements above. They are typically made of high-strength steel and come in various ...
ادامه نوشته »Simulation and Analysis of the Seismic Behavior of Prefabricated Semirigid Steel Frame with X-Shaped Brace in Abaqus
In this tutorial, the Simulation and Analysis of the Seismic Behavior of a Prefabricated Semirigid Steel Frame with X-Shaped Brace in Abaqus has been done. The steel column and beam are modeled as three-dimensional parts. The steel plate as stiffeners and braces are modeled as three-dimensional parts. You can see ...
ادامه نوشته »Cyclic behavior of exposed base plates with extended anchor bolts in Abaqus
Column base connections are among the most critical components of Steel Moment Frames, their behavior profoundly influences the overall performance of SMFs. Early investigations on Column-base connections alongside remarkable experimental programs on large-scale specimens. have provided insight into their behavior and failure modes. These tests led to the development of ...
ادامه نوشته »Simulation of cyclic loading of a steel beam reinforced with epoxy and CFRP in Abaqus
In this tutorial, the Simulation of cyclic loading of a steel beam reinforced with epoxy and CFRP in Abaqus has been done. The steel beam is modeled as a three-dimensional shell part. The epoxy and CFRP are modeled as three-dimensional solid parts. You can see a figure of the assembled ...
ادامه نوشته »Simulation cyclic loading of a steel beam embedded in a concrete block in Abaqus
In this tutorial, the Simulation cyclic loading of a steel beam embedded in a concrete block in Abaqus has been done. The steel beam (or column) is modeled as a three-dimensional shell part. The concrete block is modeled as a three-dimensional solid part. The half of the steel beam is ...
ادامه نوشته »Simulation cyclic loading behavior of a reinforced rubberized concrete column in Abaqus
In this tutorial, the Simulation cyclic loading behavior of a reinforced rubberized concrete column in Abaqus has been investigated. The rubberized concrete column 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 ...
ادامه نوشته »Simulation cyclic loading over an Ultra-High-Performance-Fiber-Reinforcement Concrete column in Abaqus
In this tutorial, the Simulation cyclic loading over a Ultra-High-Performance-Fiber-Reinforcement Concrete column in Abaqus has been studied. The UHPFRC column is modeled as a three-dimensional solid part. You can see a figure of the assembled part below Ultra-high performance fiber reinforced concrete (UHPFRC) is a special type of concrete produced ...
ادامه نوشته »Simulation cyclic loading of the steel beam-column structure and damage investigation in Abaqus
In this tutorial, the Simulation cyclic loading of the steel beam-column structure and damage investigation in Abaqus has been investigated. The beam is modeled as a three-dimensional shell part and two steel columns are modeled as three-dimensional shell part. You can see a figure of the assembled parts below To ...
ادامه نوشته »Simulation cyclic loading over steel beam column structure reinforced with CFRP in Abaqus
In this tutorial, Simulation cyclic loading over the steel beam-column structure reinforced with CFRP in Abaqus has been investigated. The steel beam and column are modeled as a three-dimensional shell part. The CFRP plates are modeled as a planar shell part. You can see a figure of the assembled parts ...
ادامه نوشته »Simulation of Proposed Concrete Filled Steel Tube Connections under Reversed Cyclic Loading in Abaqus
In this tutorial, Simulation of Proposed Concrete Filled Steel Tube Connections under Reversed Cyclic Loading in Abaqus has been studied. Composite steel-concrete structures are used in civil engineering projects worldwide. In recent decades, concrete-filled steel tube (CFT) structures have become accepted and used in buildings that they can provide the ...
ادامه نوشته »Simulation steel beam damage under cyclic loading in Abaqus standard
In this tutorial Simulation steel beam damage under cyclic loading in Abaqus standard has been investigated.Under cyclic loading conditions such as those introduced by earthquake ground motions, the local buckling is initiated in the compression flange. However, it disappears and reappears in subsequent cycles. The beam is modeled as three ...
ادامه نوشته »Simulation honey comb steel beam under cyclic load to extract hysteresis diagram in Abaqus
In this tutorial Simulation honey comb steel beam under cyclic load to extract hysteresis diagram in Abaqushas been studied.Honey Comb Castellated Beam has a deeper part than Comparable Solid Beam, which has greater resistance to deflection. Therefore, the product is most often used in Long Span applications with light and ...
ادامه نوشته »Simulation fatigue phenomenon of the steel plate in Abaqus by using direct cyclic step
In this tutorial Simulation fatigue phenomenon of the steel plate in Abaqus by using direct cyclic step has been investigated.Two dimensional part for steel and wire part to define initial crack length has been used . Elastic material couple with traction separation law to consider the fracture and crack growth in ...
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