Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/80430
Title: Analysis and design of short FRP-confined concrete-encased arbitrarily shaped steel columns under biaxial loading
Authors: He, W
Fu, B 
An, FC
Issue Date: 2018
Publisher: Hindawi Publishing Corporation
Source: International journal of polymer science, 2018, 9832894, p. 1-11 How to cite?
Journal: International journal of polymer science 
Abstract: The FRP-confined concrete-encased steel column is a new form of hybrid column, which integrates advantages of all the constituent materials. Its structural performance, including load carrying capacity, ductility, and corrosion resistance, has been demonstrated to be excellent by limited experimental investigation. Currently, no systematic procedure, particularly for that with reinforced structural steel of arbitrary shapes, has been proposed for the sectional analysis and design for such novel hybrid columns under biaxial loading. The present paper aims at filling this research gap by proposing an approach for the rapid section analysis and providing rationale basis for FRP-confined concrete-encased arbitrarily shaped steel columns. A robust iterative scheme has been used with a traditional so-called fiber element method. The presented numerical examples demonstrated the validity and accuracy of the proposed approach.
URI: http://hdl.handle.net/10397/80430
ISSN: 1687-9422
EISSN: 1687-9430
DOI: 10.1155/2018/9832894
Rights: Copyright © 2018 Wei He et al. This is an open access article distributed under the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
The following publication He, W., Fu, B., & An, F. C. (2018). Analysis and design of short FRP-confined concrete-encased arbitrarily shaped steel columns under biaxial loading. International Journal of Polymer Science, 9832894, 1-11 is available at https://dx.doi.org/10.1155/2018/9832894
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