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 of the UHPC beam-column joint reinforced with steel angle and bolts in Abaqus
In this tutorial, the Simulation of the UHPC beam-column joint reinforced with steel angle and bolts in Abaqus has been investigated. The Ulta-High-Performance-Concrete beam-column joint is modeled as a three-dimensional solid part. The steel bar and strips are modeled as three-dimensional wire parts. The steel angle, plates, and bolts are ...
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 »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 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 Behavior of Beam-Column Joints Strengthened With UHPFRC under axial load in Abaqus
In this tutorial, the Simulation Behavior of Beam-Column Joints Strengthened With UHPFRC under axial load in Abaqus has been investigated. The beam-column joint is modeled as three-dimensional solid part. The UHPFRC parts are modeled as three-dimensional solid as reinforcement. The strips and bars are modeled as three-dimensional wire parts. You ...
ادامه نوشته »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 ...
ادامه نوشته »Simulation concrete beam-column joint under cyclic loading in Abaqus-Damage analysis
In this tutorial, the Simulation concrete beam-column joints under cyclic loading in Abaqus-Damage analysis- has been investigated. The concrete beam-column joint is modeled as a three-dimensional solid part. The strips and bars are modeled as three-dimensional wire parts. You can see figures of the assembled parts below The steel material ...
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