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- W2072523193 abstract "This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connected to column not at 90 degrees angle. Beam-to-column bolted end-plate connections that are subjected to pure bending were modelled by three-dimensional finite elements. Numerical modelling of connection covers the geometrical and material non-linearities as well as contact and separation between various components of connection. Moment-rotation M-Φ curves for modelled connections using numerical results are made and stress distribution in connection components is presented. The study shows a significant influence of inclination of beam and quantity and location of bolts on the joint rigidity. First Published Online: 26 Jul 2012" @default.
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- W2072523193 date "2003-01-01" @default.
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- W2072523193 title "NUMERICAL TESTS OF STEEL BEAM-TO-COLUMN SEMI-RIGID CONNECTIONS" @default.
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- W2072523193 doi "https://doi.org/10.1080/13923730.2003.10531342" @default.
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