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FINITE ELEMENT MODELLING OF EXTENDED END-PLATE BEARING TYPE CONNECTION
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نویسنده
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AWIS A. ,RAMADAN H.M. ,MOURAD S.A. ,WAHBA M.M.
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منبع
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journal of engineering and applied science - 2010 - دوره : 57 - شماره : 3 - صفحه:201 -216
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چکیده
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Structural behaviour of extended end-plate bearing type connections using high strength bolts is investigated using a general purpose finite element program incorporating the non-linear material properties with strain hardening and contact effect between the end-plate and column flange. twenty one models are conducted to investigate the effect of ratio between end-plate thickness to the spacing between tension bolts on the performance of the connection. the models are used to study deformation patterns, rotational stiffness, von-misses stress distribution, and the location of neutral axis of the connection.
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کلیدواژه
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Connections ,end-plates ,finite element analysis/bearing bolts.
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آدرس
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Cairo University, Faculty of Engineering, Structural Engineering Department, Egypt, Cairo University, Faculty of Engineering, Structural Engineering Department, Egypt, Cairo University, Faculty of Engineering, Structural Engineering Department, Egypt
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Authors
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