Home > Research > Publications & Outputs > A unified formulation for hollow and solid conc...

Research

Associated organisational unit

Links

Text available via DOI:

View graph of relations

A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression

Research output: Contribution to Journal/Magazine › Journal article › peer-review

Published

Standard

A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression. / Yu, Min; Zha, Xiaoxiong; Ye, Jianqiao et al.
In: Engineering Structures, Vol. 32, No. 4, 04.2010, p. 1046-1053.

Research output: Contribution to Journal/Magazine › Journal article › peer-review

Harvard

Yu, M, Zha, X, Ye, J & She, C 2010, 'A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression', Engineering Structures, vol. 32, no. 4, pp. 1046-1053. https://doi.org/10.1016/j.engstruct.2009.12.031

APA

Yu, M., Zha, X., Ye, J., & She, C. (2010). A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression. Engineering Structures, 32(4), 1046-1053. https://doi.org/10.1016/j.engstruct.2009.12.031

Vancouver

Yu M, Zha X, Ye J, She C. A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression. Engineering Structures. 2010 Apr;32(4):1046-1053. doi: 10.1016/j.engstruct.2009.12.031

Author

Yu, Min ; Zha, Xiaoxiong ; Ye, Jianqiao et al. / A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression. In: Engineering Structures. 2010 ; Vol. 32, No. 4. pp. 1046-1053.

Bibtex

@article{6210ca44d41c45a2b86e1d305cff6247,
title = "A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression",
abstract = "On the basis of the theory of elasticity, a unified formulation is proposed in this paper to predict the composite compressive strength of circular concrete-filled steel tube (CCFST) columns The formula is obtained from the analytic solution of an elastic composite cylinder under axial compression. The formula is further calibrated by introducing a number of correlation coefficients that are validated by test results. Furthermore, the stability factor of CCFST long columns under axial compression is derived on the basis of the Perry-Robertson formula The newly derived formulas of stability bearing capacity are applicable for both hollow and solid CCFST columns, which is again validated through comparisons with experimental results. One of the important features of the new formulas is that they provide a unified formulation for both hollow and solid CCFST columns that relates the compressive strength or the stability capacity of a CCFST column and a series of design parameters (C) 2010 Elsevier Ltd All rights reserved",
author = "Min Yu and Xiaoxiong Zha and Jianqiao Ye and Chunyan She",
year = "2010",
month = apr,
doi = "10.1016/j.engstruct.2009.12.031",
language = "English",
volume = "32",
pages = "1046--1053",
journal = "Engineering Structures",
issn = "0141-0296",
publisher = "Elsevier BV",
number = "4",

}

RIS

TY - JOUR

T1 - A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression

AU - Yu, Min

AU - Zha, Xiaoxiong

AU - Ye, Jianqiao

AU - She, Chunyan

PY - 2010/4

Y1 - 2010/4

N2 - On the basis of the theory of elasticity, a unified formulation is proposed in this paper to predict the composite compressive strength of circular concrete-filled steel tube (CCFST) columns The formula is obtained from the analytic solution of an elastic composite cylinder under axial compression. The formula is further calibrated by introducing a number of correlation coefficients that are validated by test results. Furthermore, the stability factor of CCFST long columns under axial compression is derived on the basis of the Perry-Robertson formula The newly derived formulas of stability bearing capacity are applicable for both hollow and solid CCFST columns, which is again validated through comparisons with experimental results. One of the important features of the new formulas is that they provide a unified formulation for both hollow and solid CCFST columns that relates the compressive strength or the stability capacity of a CCFST column and a series of design parameters (C) 2010 Elsevier Ltd All rights reserved

AB - On the basis of the theory of elasticity, a unified formulation is proposed in this paper to predict the composite compressive strength of circular concrete-filled steel tube (CCFST) columns The formula is obtained from the analytic solution of an elastic composite cylinder under axial compression. The formula is further calibrated by introducing a number of correlation coefficients that are validated by test results. Furthermore, the stability factor of CCFST long columns under axial compression is derived on the basis of the Perry-Robertson formula The newly derived formulas of stability bearing capacity are applicable for both hollow and solid CCFST columns, which is again validated through comparisons with experimental results. One of the important features of the new formulas is that they provide a unified formulation for both hollow and solid CCFST columns that relates the compressive strength or the stability capacity of a CCFST column and a series of design parameters (C) 2010 Elsevier Ltd All rights reserved

U2 - 10.1016/j.engstruct.2009.12.031

DO - 10.1016/j.engstruct.2009.12.031

M3 - Journal article

VL - 32

SP - 1046

EP - 1053

JO - Engineering Structures

JF - Engineering Structures

SN - 0141-0296

IS - 4

ER -