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ABSTRACT
Calculation on the Ultimate Vertical Strength of Steel Tube in CFST Stub Column
The International Conference on Computational & Experimental Engineering and Sciences 2011, 16(3), 95-96. https://doi.org/10.3970/icces.2011.016.095
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This paper concentrates on the compressive strength of steel tube in Concrete-filled steel tube (CFST) column. Through an elasto-plastic limit analysis based on Twin Shear Unified Strength Theory (TSUST), the vertical load capacity of the steel tube alone was analyzed by adopting a parameter b, which varies from 0 to 1. And the strength reduction factor has been derived by total theory of plasticity. A new analytical formula, capable of predicting the axial bearing capacity of the CFST stub columns subjected to axial compression, has been developed based on the linear approximation of Mises yield criterion among TSUST. And There are good agreement between the experimental and analytical results.Cite This Article
APA Style
Zhang, Z., Chi, J., Zhang, Y. (2011). Calculation on the ultimate vertical strength of steel tube in CFST stub column. The International Conference on Computational & Experimental Engineering and Sciences, 16(3), 95-96. https://doi.org/10.3970/icces.2011.016.095
Vancouver Style
Zhang Z, Chi J, Zhang Y. Calculation on the ultimate vertical strength of steel tube in CFST stub column. Int Conf Comput Exp Eng Sciences . 2011;16(3):95-96 https://doi.org/10.3970/icces.2011.016.095
IEEE Style
Z. Zhang, J. Chi, and Y. Zhang, “Calculation on the Ultimate Vertical Strength of Steel Tube in CFST Stub Column,” Int. Conf. Comput. Exp. Eng. Sciences , vol. 16, no. 3, pp. 95-96, 2011. https://doi.org/10.3970/icces.2011.016.095
Copyright © 2011 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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