Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
10288732 | Journal of Constructional Steel Research | 2005 | 14 Pages |
Abstract
This paper deals with an experimental and analytical study to simulate partial-interaction behavior by using push-out results for steel-concrete composite members. In order to analyze the interface behavior of steel-concrete by the degree of interaction, a total of 9 push-out test specimens were tested. The steel-concrete interface was idealized by a number of interface elements and the properties of interface element were determined as the results of push-out tests. To validate the current study, using a commercial structural analysis program, a nonlinear structural analysis was performed for a steel-concrete composite member exclusively designed for this study, and the results were compared with the results of the flexural test. The results of this study have shown that the partial-interaction behavior of steel-concrete composite members can be efficiently and accurately predicted by the analysis method presented in this paper.
Related Topics
Physical Sciences and Engineering
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Authors
Youn-Ju Jeong, Hyeong-Yeol Kim, Sang-Hyo Kim,