Flexural Behavior of Adhesively Bonded Cross-Laminated Timber–Ultra-High-Performance Concrete (CLT-UHPC) Composite Panels Introduction Composite structural systems combining cross-laminated timber (CLT) and ultra-high-performance concrete (UHPC) have gained attention due to their potential to enhance structural efficiency, sustainability, and performance. CLT provides a high strength-to-weight ratio, carbon sequestration benefits, and ease of prefabrication, while UHPC contributes ...
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 UHPFRC beam with initial void reinforced with CFRP rod and Epoxy under dynamic bending
In this tutorial, the Simulation UHPFRC beam with initial void reinforced with CFRP rod and Expoxy under dynamic bending has been investigated. The concrete beam, CFRP rod, epoxy glu are modeled as three-dimensional solid parts. Two rigid body as a hydraulic jacks also are modeled. You can see a figure ...
ادامه نوشته »Simulation dynamic bending of RC beams strengthened with CFRP rods and Epoxy glue in Abaqus
In this tutorial, the Simulation dynamic bending of RC beams strengthened with CFRP rods and Epoxy glue in Abaqus has been done. The concrete beam is modeled as a three-dimensional solid part. The CFRP rod and epoxy glue are modeled as three-dimensional solid parts. The steel bars and strips are ...
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