@inproceedings{6c67d824dcf34b29a0d31386ea2940e3,
title = "Behaviour of hexagonal concrete-encased CFST columns under cyclic bending",
abstract = "The hexagonal concrete-encased CFST column consists of a CFST (Concrete-Filled Steel Tube) core and a hexagonal-shaped Reinforced Concrete (RC) encasement. This paper presents the Finite Element (FE) analysis of hexagonal concrete-encased CFST columns subjected to axial compressive forces and cyclic bending moments. High-fidelity FE model is established and validated by comparison with the test data in terms of failure mode and hysteretic curve. From the FE analysis, hysteretic response of the composite columns, contact stress between steel tube and concrete, and strength contribution of different components during the full range of loading are illustrated.",
author = "Ma, {D. Y.} and Han, {L. H.} and Ji, {X. D.} and Zhao, {X. L.}",
note = "Funding Information: The research reported in this paper is part of the Project 51678341supported by the National Natural Science Foundation of China (NSFC). The financial support is highly appreciated. Funding Information: The research reported in this paper is part of the Project 51678341 supported by the National Natural Science Foundation of China (NSFC). The financial support is highly appreciated. Publisher Copyright: {\textcopyright} 2018 Taylor & Francis Group, London.; 16th International Symposium on Tubular Structures, ISTS 2017 ; Conference date: 04-12-2017 Through 06-12-2017",
year = "2018",
doi = "10.1201/9781351210843-42",
language = "English",
isbn = "9780815381341",
series = "Tubular Structures XVI - Proceedings of the 16th International Symposium on Tubular Structures, ISTS 2017",
publisher = "CRC Press/Balkema",
pages = "341--348",
editor = "Amin Heidarpour and Xiao-Ling Zhao",
booktitle = "Tubular Structures XVI - Proceedings of the 16th International Symposium on Tubular Structures, ISTS 2017",
}