Data for ultimate bearing capacity of concrete-filled steel tubular members and arches by the elastic modulus reduction method

• Published in: Data in brief Vol. 31; p. 105994
• Main Authors: Yang, LuFeng, Xie, Weiwei, Zhao, YuFeng, Zheng, Jian
• Format: Journal Article
• Language: English
• Published: Elsevier Inc 01.08.2020; Elsevier
• Subjects: Arch; Circular hollow section; Concrete-filled steel tubular; Engineering; finite element analysis; geometry; Member; modulus of elasticity; steel; Ultimate bearing capacity; Circular hollow section; Arch; Ultimate bearing capacity; Member; Concrete-filled steel tubular

Homogeneous generalized yield function is adopted in this article to calculate the ultimate bearing capacity of 93 concrete-filled steel tubular components with detailed test data, and the ratios of the ultimate bearing capacity calculated to the tested are presented. Moreover, the incremental nonli...