Introduction to Pull-out Test Analysis of a Hooked GFRP Bar Embedded in Timber with Epoxy Interface Background and Significance Fiber-reinforced polymer (FRP) bars, particularly glass-FRP (GFRP), are increasingly used as reinforcement in timber structures due to their high strength-to-weight ratio, corrosion resistance, and compatibility with wood. However, the bond behavior ...
ادامه نوشته »Flextural test of timber beams reinforced with steel bars and epoxy in Abaqus
Introduction to Flexural Testing of Timber Beams Reinforced with Steel Bars Overview The flexural test of timber beams reinforced with steel bars is an experimental procedure used to evaluate composite timber-steel structural elements’ bending strength, stiffness, and ductility. This test is essential for assessing how steel reinforcement enhances the mechanical ...
ادامه نوشته »Flexural behavior of adhesively bonded cross-laminated timber-ultra high performance concrete composite panel
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 dynamic four points bending of the timber wood beam reinforced with CFRP rod and Glue in Abaqus
In this tutorial, the Simulation dynamic four points bending of the timber wood beam reinforced with CFRP rod and Gluein Abaqus has been investigated. The wood beam is modeled as a three-dimensional solid part with two compression and tension sections. The adhesive and CFRP rod also is modeled as three-dimensional ...
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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