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原文传递 Simplified Prediction of the Thermal and Mechanical Behavior of a Cold-Formed Steel Composite Floor at Room and Elevated Temperatures
题名: Simplified Prediction of the Thermal and Mechanical Behavior of a Cold-Formed Steel Composite Floor at Room and Elevated Temperatures
正文语种: 英文
作者: Wei Chen, Ph.D.;and Jihong Ye
作者单位: Southeast Univ
关键词: Cold-formed steel composite floor system; Simplified prediction procedure; Temperature progression of the cold-formed steel (CFS) floor section; Fire-resistance prediction; Fire-induced vertical deflection; Metal and composite structures.
摘要: This paper presents a simplified method to predict the thermal and mechanical behavior of a new cold-formed steel floor system at room and elevated temperatures. A four-point bending test of such a floor assembly was performed at room temperature, and an efficient method to estimate the elastic rigidity and strength of the floor system was verified. The temperature progression of the floor section in a fire situation was well predicted based on the implicit finite difference method, taking into account the effects of ceiling materials falling off. A thermal-mechanical model was then developed by simplifying the floor system to a laterally restrained joist subject to constant vertical load and a non-uniform temperature distribution. The time-dependent vertical deflection of the floor joist was well predicted, whereas the response in the final stage of fire exposure was overestimated, probably due to the severe joist degradation and the neglected contribution of the autoclaved lightweight concrete subfloor In addition, the fire-resistance time estimated by the simplified formula was found to compare well with the previous experimental results. DOI: 10.106l/(ASCE)ST.1943-541X.0001484. © 2016 American Society of Civil Engineers.
出版日期: 2016.06
出版年: 2016
期刊名称: Journal of Structural Engineering
卷: Vol.142
期: NO.06
页码: 04016028
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