Locally unstable tubular columns with concrete in-fill
Abstract
In this paper, an analytical model is proposed to account for local buckling in thin-walled rectangular and square columns filled with concrete. Columns tested by other researchers have been analysed using the proposed method. The accuracy of the method is established by comparing the analytical values with the corresponding experimental results.
Fields of Study & Subjects
Structural Load-Bearing Analysis
Structural Behavior of Reinforced Concrete
Structural Integrity and Reliability Analysis
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 857–862
- Publication date
- 12 February 2026
- Language
- EN
- Document type
- Book chapter