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2 articles for “beam-to-column end-plate connection”
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Comparative Analysis of Beam-to-Column End-Plate Bolted, Riveted and Welded Connections
Abstract: This piece of work aims at the modeling and using the finite-element method approach (FEM) to analyze the structures with bolted, riveted and welded column to beam end-plate connection in the structural steel framework subjected to static loading. A detailed 3D simulation model of the bolted, riveted and welded beam-to-column end-plate connections is constructed in PRO-E wildfire version 5.0 and it is analyzed in the ANSYS workbench version 14.0 to …
Published in Journal of Experimental & Applied Mechanics · Vol. 4, Issue 3, 2013 · pp. 1–14 Read article
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Continuity Plates in the Connections of I-Beam to Box Column have been Replaced with Novel External Stiffener
Abstract: This paper addresses the implementation difficulties of continuity plates inside of box-column, where the I beam is connected by a novel design. In this design, there is no continuity plate inside the box-column. At the end of the beam, where it should be connected to the column, its flanges are symmetrically cut and connected to the beam with two divergent plates as external stiffeners which can distinguishably be noted a …
Published in Journal of Structural Engineering and Management · Vol. 4, Issue 1, 2017 · pp. 19–26 Read article