Introduction to Cyclic Loading Analysis of a Cracked Concrete Column Reinforced with GFRP Bars in Abaqus Cyclic loading analysis of damaged concrete columns reinforced with Glass Fiber-Reinforced Polymer (GFRP) bars is an important simulation for evaluating seismic performance and rehabilitation strategies. This analysis helps engineers understand how cracked concrete structures ...
ادامه نوشته »Composite Simulation and Analysis Package in Abaqus
Introduction to Composite Materials Composite materials are engineered materials made from two or more constituent materials with significantly different physical or chemical properties. When combined, these materials produce a material with characteristics different from the individual components. The primary constituents of composites are Matrix: The continuous phase that binds the ...
ادامه نوشته »Simulation durability of GFRP-SFRSC concrete adhesively bonded connection in Abaqus
In this tutorial, the Simulation durability of GFRP-SFRSC concrete adhesively bonded connection in Abaqus has been done. The GFRP beam and the steel fiber-reinforced self-compacting concrete (SFRSCC) are modeled as three-dimensional solid parts. You can see a figure of the assembled parts below Fiber-reinforced polymer (FRP) materials are becoming increasingly considered ...
ادامه نوشته »Simulation compression test of a concrete column reinforced with GFRP bars and strips in Abaqus
In this tutorial, the Simulation compression test of a concrete column reinforced with GFRP bars and strips in Abaqus has been investigated. The concrete column is modeled as a three-dimensional solid part. The GFRP bars and strips are modeled as three-dimensional solid parts. You can see a figure of the ...
ادامه نوشته »Dynamic bending simulation of a UHPC beam reinforced with GFRP bars in Abaqus
In this tutorial, the Dynamic bending simulation of a UHPC beam reinforced with GFRP bars in Abaqus has been investigated. The Uktra-High-Performance concrete beam is modeled as a three-dimensional solid part. The cohesive layer as an interface between UHPC and GFRP bar is modeled as a three-dimensional solid part. The ...
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