Numerical simulation and data-driven analysis on the flexural performance of steel reinforced concrete composite members

Author:

Lai Bing-Lin,Yang Lifu,Xiong Ming-Xiang

Funder

Building and Construction Authority - Singapore

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference46 articles.

1. Axial-moment interaction of high strength concrete encased steel composite columns: experimental investigation;Lai;J Constr Steel Res,2020

2. Flexural behaviour of ECC-LWC encased slender high strength steel composite beams;Imran;J Constr Steel Res,2020

3. Zhang JW, Sima YZ, Zhang ZX, 2005. Test on Flexural Behavior of Steel Reinforced Concrete Beams with Different Steel Ratios. Jian Zhu Jie Gou, 35 (8). DOI:10.19701/j.jzjg.2005.08.021 (in Chinese).

4. Li, H. Force property study of flexural member in high strength steel reinforced concrete. 2005. Xi’an University of Architecture and Technology, Master thesis (in Chinese).

5. Wang XF, Yin Y, Du MJ, Song N. Loading capacity of unsymmetrical steel reinforced concrete beam under bending. J Tianjin Univ (Science and Technol 2015;48. DOI:10.11784/tdxbz201505024 (in Chinese).

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