Passive stress-strain model and ultimate strength prediction for short steel tube confined concrete (STCC) columns allowing for size effect

Passive stress-strain model and ultimate strength prediction for short steel tube confined concrete (STCC) columns allowing for size effect

Steel tubes can significantly enhance the strength and ductility of concrete-filled steel tube (CFST) and steel tube confined concrete (STCC) columns. Existing research work have mainly focused on the former type while the later type of members not only avoid longitudinal steel bulking but also prov...

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Bibliographic Details
Main Authors:	Xin-Kai Hao, Jian-Jun Zheng, Chuanqing Fu, Yetao Wang, Qian Feng
Format:	Article
Language:	English
Published:	Elsevier 2024-07-01
Series:	Case Studies in Construction Materials
Subjects:	Steel tube confined concrete column Passive stress-strain Shear-friction material properties Ultimate strength Size effect
Online Access:	http://www.sciencedirect.com/science/article/pii/S2214509524000172

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