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 »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 »Fire analysis of a Steel-Timber composite beam in Abaqus
In this tutorial, the Fire analysis of a Steel-Timber composite beam in Abaqus has been done. Both steel and timber wood beams are modeled as three-dimensional solid parts. You can see a figure of the assembled parts below The combination of timber and steel in a single-beam cross-section can result ...
ادامه نوشته »Simulation bending test of an aluminium-timber composite beam with connections in Abaqus
In this project, the Simulation bending test of an aluminium-timber composite beam with connections in Abaqus has been done. The timber wood slab is modeled as a three-dimensional solid part. The aluminium beam is modeled as a three-dimensional shell part. You can see a figure of the assembled parts below ...
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