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Frontiers of Structural and Civil Engineering >> 2021, Volume 15, Issue 5 doi: 10.1007/s11709-021-0762-4
Axial compression behavior of CFRP-confined rectangular concrete-filled stainless steel tube stub column
1. Institute of Structural Engineering, Xihua University, Chengdu 610039, China;1. Institute of Structural Engineering, Xihua University, Chengdu 610039, China;1. Institute of Structural Engineering, Xihua University, Chengdu 610039, China;1. Institute of Structural Engineering, Xihua University, Chengdu 610039, China;2. Institute of Design and Research, Nanchang University, Nanchang 330029, China
Abstract
Keywords
CFRP ; rectangular CFSST stub column ; bearing capacity ; limit equilibrium state ; twin-shear strength theory
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