بایگانی برچسب: Flexural Behavior of Laced Reinforced Concrete

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 ...

Simulation of Flexural Behavior of Laced Reinforced Concrete Beam in Abaqus has been investigated in the present study. The concrete beam is modeled as a three-dimensional solid part. The laced steel reinforcements are modeled as three-dimensional wire parts. The hydraulic jacks are modeled as rigid parts. You can see a ...