Timber is an orthotropic and naturally heterogeneous material whose mechanical behavior under bending loads is strongly influenced by grain orientation, material variability, and the presence of inherent flaws such as micro-cracks and knots. When subjected to flexural loading, these imperfections may act as stress concentrators, leading to crack initiation and ...
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 of wood-steel plate connection with bolt under tension load in Abaqus
A wood-steel plate connection with bolts is a common structural joint used in timber construction to transfer loads between wooden members and steel plates. This type of connection is widely used in beams, columns, trusses, and hybrid structures due to its strength, durability, and ease of assembly You can see a figure ...
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