A novel shear strength model for partially encased composite (PEC) beams based on strain compatibility
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference27 articles.
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2. Experimental and analytical research on the flexural behaviour of steel-ECC composite beams under negative bending moments;Fan;Eng Struct,2020
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Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Flexural Behavior of Partially Encased Composite Beams with a Large Tensile Reinforcement Ratio;Buildings;2024-06-01
2. Shear performance of partially encased composite beams with high-strength steel and UHPC;Journal of Constructional Steel Research;2023-12
3. Theoretical modeling for predicting the shear strength of partially-encased composite members with multiple transverse stiffeners;Structures;2023-10
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