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 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 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 ...
ادامه نوشته »Simulation Behavior of thin-walled dodecagonal section double skin concrete-filled steel tubular beam-columns in Abaqus
In this tutorial, Simulation Behavior of thin-walled dodecagonal section double skin concrete-filled steel tubular beam-columns in Abaqus had been studied. The steel sections are modeled as a three-dimensional shell part and the concrete is modeled as a three-dimensional solid part. You can see a figure of the assembled parts at ...
ادامه نوشته »