Development of analytical model for predicting compressive behavior of engineered cementitious composites ‐concrete encased steel composite columns
Author:
Affiliation:
1. School of Engineering Western Sydney University Penrith South New South Wales Australia
2. School of Engineering and Information Technology The University of New South Wales Canberra Australian Capital Territory Australia
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100145
Reference38 articles.
1. Development of a new steel section for reinforcing of steel‐reinforced concrete‐filled steel tubular columns
2. Eccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes
3. Behavior of high strength concrete encased steel composite stub columns with C130 concrete and S690 steel
4. Assessment of high-strength concrete encased steel composite columns subject to axial compression
5. Experimental and analytical investigation of composite columns made of high strength steel and high strength concrete;Lai B;Steel Compos Struct,2019
Cited by 2 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. Axial compressive behavior and design of semi-precast steel reinforced concrete composite columns with permanent ECC formwork;Structures;2023-11
2. Development of theoretical model for predicting flexural behavior of GFRP reinforced concrete beams with CFRP grid‐reinforced ECC;Structural Concrete;2023-08-12
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