Analytical and Experimental Studies on Behavior of Beam to Column Connections with Flange Plate under Monotonic Loading

سال انتشار: 1392
محل انتشار: فصلنامه انرژی و محیط زیست ایران (ایرانیکا)، دوره: 4، شماره: 3
کد COI اختصاصی: JR_IJEE-4-3_005
زبان مقاله: انگلیسی
تعداد مشاهده: 834

نویسندگان

Faculty of Civil Engineering, Babol University of Technology, Babol, Iran Corresponding Arthor:

Faculty of Civil Engineering, Babol University of Technology, Babol, Iran

چکیده

Behavioral study of connections using moment - rotation curve for analyzing different types of connections and also the concept of strength, ductility and rigidity of steel connections are important. One ofthe most common connections in bending frames of steel structures is beam to column connections with flangeplates. A correct perception about structural behavior of beam to column connections and also appropriate knowledge of their force transmission and their behavior in modeling and analysis of the steel structures are essential. In present study, beam to column steel connection with flange plate under monotonic loading, bothanalytical and experimental would be investigated. The obtained results showed that moment - rotation curvesof experimental sample and finite element (F.E.) model are reasonably close to each other. As a result, F.E. method could be an appropriate tool to investigate the behavior of these connections which would significantly decrease number of trial and error approaches

کلیدواژه ها

Beam to column connection Moment- rotation curve Finite element meth

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