Technical Papers
Aug 9, 2024

Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column

Publication: Journal of Structural Engineering
Volume 150, Issue 10

Abstract

Steel tube–reinforced concrete (STRC) columns are composite members consisting of an inner concrete-filled steel tube (ICFST) component and an outer reinforced concrete (ORC) component. These columns are commonly used in the bottom columns of high-rise buildings and bridge piers to withstand significant axial loads. However, the stress state of the components in a STRC composite column differs from that of a single confinement component. As a result, the existing lateral strain model and concrete constitutive model cannot be directly applied to describe the stress–strain development of each component. To address this issue, this study combines the existing confined concrete models with the stress balance condition and strain development characteristics of the cross section of a STRC composite column. Theoretical models are proposed to simulate the development of lateral strain and confining stress in both the ICFST component and ORC component. Additionally, the biaxial stress state of the steel tube is considered based on the generalized Hooke law and Prandtl-Reuss theory in the theoretical model. Consequently, an incremental iterative calculation model for the whole axial load–strain curve is proposed. The effectiveness of the proposed models is verified by comparing the calculation results with the experimental results.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

Support from the National Natural Science Foundation of China with Grant No. 51890901, Natural Science Foundation of Hunan Province with Grant Nos. 2020JJ2003 and 2020RC5005, and Project for Enhancing Young and Middle-aged Teacher’s Research Basis Ability in Colleges of Guangxi with Grant No. 2024KY1168 are gratefully acknowledged.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 10October 2024

History

Received: Nov 8, 2023
Accepted: Feb 29, 2024
Published online: Aug 9, 2024
Published in print: Oct 1, 2024
Discussion open until: Jan 9, 2025

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Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: https://orcid.org/0000-0002-1592-7218. Email: [email protected]
Xiao-Li Zhang [email protected]
Graduate Researcher, College of Civil Engineering, Hunan Univ., Changsha 410082, China. Email: [email protected]
Teaching Assistant, College of Civil and Architectural Engineering, Guangxi Transport Vocational and Technical College, Nanning 530023, China; formerly, Graduate Researcher, College of Civil Engineering, Hunan Univ., Changsha 410082, China. Email: [email protected]
Bing Han, Ph.D. [email protected]
College of Civil Engineering, Hunan Univ., Changsha 410082, China. Email: [email protected]

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