Performance evaluation of curved welded ange-plate beam-To-column connections

Abstract

In this paper, curved welded ange-plate beam-To-column connections are introduced and investigated analytically. The connection is comprised of two curved ange-plates installed on beam ange to transfer bending moment and two web angles for transmission of shear forces. Theoretical relationships are established for initial stifiness, ultimate moment, and ultimate rotation to be used for calibration of a bilinear model of moment-rotation. Furthermore, finite element analyses are conducted on eighteen specimens designed based upon the results of theoretical study. Analyses are in good agreement with theories verifying modeling procedure. Block shear rupture, tension rupture, and formation of three plastic hinges in semi-circular portion of the ange-plate are identified as the major failure modes. The failure due to formation of three plastic hinges in the ange-plate is suggested to govern the connection design, which leads to a ductile behavior. As a result, a ow chart is suggested to design the proposed connection.