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原文传递 Fire Performance of CFST Triple-Limb Laced Columns
题名: Fire Performance of CFST Triple-Limb Laced Columns
其他题名: ABAQUS.2010.ABAQUS analysis user's manual.Providence,RI:SIMULIA.
正文语种: 英文
作者: Lin-Hai Han
关键词: Concrete-filled steel tube (CFST);Triple-limb laced columns;Fire resistance;Fire test;Finite-element analysis (FEA) model
摘要: This paper investigates the fire performance of concrete-filled steel tubular (CFST) triple-limb laced columns. Six CFST triple-limb laced columns are tested to measure their fire resistance. The influence of column load ratio and steel type on fire resistance are investigated. For comparison, four CFST single-limb columns in fire are tested. The test results indicate that the three CFST chords in CFST triple-limb laced columns can work together very well in fire because of the binding effect provided by the steel lacing tubes. Finiteelement analysis (FEA) models are developed to simulate the CFST triple-limb laced columns in fire. The mechanical behavior, including failure modes, deformation, and load distribution, are discussed. Parametric analysis based on the established FEA model is conducted, and a simplified equation is proposed to predict the fire resistance of CFST triple-limb laced columns.
出版年: 2018
论文唯一标识: P-26Y2018V144N09030
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002168
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 09
页码: 400-412
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