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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2015.1
- 수록면
- 1 - 7 (7page)
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In this paper, we present the result of analytical investigation pertaining to the structural behavior of steel-concrete composite plate girder with arch-type web stiffener. In the arch-type web stiffener located in the compression side of web, infill concrete is cast to strengthen the arch-type stiffener and also to exert resisting force against compression force. This type of composite steel-concrete plate girder bridge is built and is in service. To understand the behavior thoroughly, analytical parametric study was conducted by using the finite element method. As a result it was found that the effect of arch-type stiffener with infill concrete is considerable for the design of such type composite girder bridge.
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참고문헌 (6)
참고문헌 신청
2012 / Release 14.5 Documentation for ANSYS / ANSYS Workbench
http://www.n-sb.co.kr/sub3/1_2.php
Lee, H. / 2007 / Analysis of Static Behavior of CFTA Composite Girder / Proceedings of the 18th Annual Conference :514~517
Lee, H. K. / 2015 / Characteristics of Structural Behavior of Steel-Concrete Composite Girder Having Web with an Arch-Shaped Middle Flange / Proceedings of the 26th Annual Conference :153~154
Lee, S. Y. / 2013 / Eco-friendly Construction and Activation of Steel Structure / Journal of the Korean Society of Civil Engineers 61(2):19~21
http://www.n-sb.co.kr/sub3/1_2.php
Lee, H. / 2007 / Analysis of Static Behavior of CFTA Composite Girder / Proceedings of the 18th Annual Conference :514~517
Lee, H. K. / 2015 / Characteristics of Structural Behavior of Steel-Concrete Composite Girder Having Web with an Arch-Shaped Middle Flange / Proceedings of the 26th Annual Conference :153~154
Lee, S. Y. / 2013 / Eco-friendly Construction and Activation of Steel Structure / Journal of the Korean Society of Civil Engineers 61(2):19~21
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