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- W2374658545 abstract "In order to investigate the fire resistance of extended end-plate connection,an experimental study was performed by using furnace on four full-scale specimens made with H shaped steel.The results showed that the bulking of column flange and flexure of end-plate were mainly factors resulting the failure of joint in fire,and stiffeners can increase the critical temperature of joint about 60 ℃.In addition,the depth of end-plate was found to have significantly effect on fire resistance of joins.Parallel to the experiment work an analysis investigation was carried out by employing the finite element package.Temperature distribution and rotation-temperature-relation of joint were obtained from the finite element method(FEM).By comparing the results of finite element studies with experimental measurement,a good agreement was found between them,showing the accuracy and feasibility of the analysis with FEM." @default.
- W2374658545 created "2016-06-24" @default.
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- W2374658545 date "2006-01-01" @default.
- W2374658545 modified "2023-09-23" @default.
- W2374658545 title "Experimental and analytical studies on extended end-plate connection in fire" @default.
- W2374658545 hasPublicationYear "2006" @default.
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