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 Timber Wood beam Reinforced with GFRP Rod and Epoxy Interface under Bending Test
Introduction to Timber Wood Beam Reinforced with GFRP Rod and Epoxy Interface under Bending Test Overview The reinforcement of timber wood beams using Glass Fiber-Reinforced Polymer (GFRP) rods with an epoxy interface represents an innovative approach to enhancing the structural performance of traditional timber elements. This composite system combines the ...
ادامه نوشته »Simulation of shear stud distribution on load capacity of the steel-concrete composite beam in Abaqus
In this tutorial, the Simulation of shear stud distribution on load capacity of the steel-concrete composite beam in Abaqus has been investigated. The concrete slab, steel beam, and studs are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. You can see a figure of the ...
ادامه نوشته »Simulation bending test of the steel-concrete composite beam in SRC structures considering bond-slip behavior in Abaqus
In this tutorial, the Simulation bending test of the steel-concrete composite beam in SRC structures considering bond-slip behavior in Abaqus has been investigated. The steel-concrete composite beam is modeled as a three-dimensional solid part. The steel reinforcements are modeled as the wire parts. You can see a figure of the ...
ادامه نوشته »Simulation wood timber beam under fire and mechanical bending load in Abaqus
In this tutorial, the Simulation wood timber beam under fire and mechanical bending load in Abaqus has been done. The timber beam is modeled as a three-dimensional solid part. You can see a figure of the assembled parts below Along with the innovation of new building systems, how we design ...
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