بایگانی برچسب: cyclic loading behavior in abaqus

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 ...

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 ...

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 ...

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 ...

In this tutorial, the Simulation cyclic loading of a composite Column(UHPC + Steel box) in Abaqus has been studied. The Ultra-High-Performance Concrete column is modeled as a three-dimensional solid part. The steel box cover is modeled as a three-dimensional shell part. You can see a figure of the assembled parts ...

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 ...