Response of Concrete Filled Carbon Sheet Tube Column under Axial and Lateral Loads

Kyung Hoon Lee; Hee Cheul Kim; Jae Hong Kim; Young Hak Lee

doi:10.4028/www.scientific.net/AMM.764-765.1109

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 764-765Response of Concrete Filled Carbon Sheet Tube...

Response of Concrete Filled Carbon Sheet Tube Column under Axial and Lateral Loads

Abstract:

Experimental tests have been conducted to investigate the performance of Concrete Filled Carbon Fiber Reinforced Polymer Sheet Tube (CFCST) columns. The main variables of this experimental program were the number and wrapping angles of CFRP sheets. In the first stage, stress versus strain characteristic of CFCST specimens was investigated by uni-axial tests. In the second stage, six full-scaled CFCST columns subjected to quasi-static lateral loading, as well as constant axial compression, were tested. The test results showed that the response of CFCST was seriously influenced by these two variables. This test results could be utilized for establishing the analytical models.

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Periodical:

Applied Mechanics and Materials (Volumes 764-765)

Pages:

1109-1113

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.764-765.1109

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Online since:

May 2015

Authors:

Kyung Hoon Lee, Hee Cheul Kim, Jae Hong Kim, Young Hak Lee*

Keywords:

Column, Concrete, Fiber Reinforced Polymer Sheet Tube, Lateral Capacity

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