Experimental Study of Partially Encased Composite Columns with Built-Up Steel Shapes in Fire
A comprehensive study has been conducted to investigate the fire performance of the behavior and strength of a new type of partially encased composite columns made with thinwalled, welded H-section, stiffened with transverse links. The behavior of partially encased composite columns without fire protection subject to axial loads has been experimentally investigated and the results are presented in this paper. The influence of several parameters on the fire resistance is included, the load ratio and the section size. It was observed that during heating all specimens underwent concrete spalling at mid-height, which noticeably decreased the fire resistance.
Composite columns Fire performance Partially encased columns Concrete spalling
Seongdeok Kang Namkyu Cho Myoungho Oh Myeonghan Kim Sangdae Kim
Graduate Student,Department of Civil,Environmental and Architectural Engineering,Korea Univ.,Korea Full-time Lecturer,Department of Architectural Engineering,Mokpo National Univ.,Korea Full-time Lecturer,Department of Architectural Engineering,Daejin Univ.,Korea Professor,Department of Civil,Environmental and Architectural Engineering,Korea Univ.,Korea
国际会议
北京
英文
775-777
2008-10-01(万方平台首次上网日期,不代表论文的发表时间)