Tag: Failure mode
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Simulation of Lateral Torsional Buckling of I-Shape Cellular Steel Beam with Application of Transverse Stiffeners
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To find ways of reducing the risks of lateral torsional buckling on the perforated sections in web by adding transverse stiffeners is the purpose of this study. The comparison of the T-shaped transverse stiffeners and normal transverse stiffeners was found that the use of T-shaped transverse stiffeners with the thickness increasing, reduce the lateral displacement…
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Flexural Capacity Prediction of Composite RC Members Strengthened with UHPC Based on Existing Design Models
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Ultra-high-performance concrete (UHPC), a new generation of cementitious materials with very high strength, ductility, and durability, has been used for enhancing reinforced concrete (RC) structures as a strengthening material. The structural performance of RC members strengthened by UHPC or UHPC-concrete composite members is significantly improved. However, there are few methods for predicting the capacity of…
