Steel Rack Connections: Identification of Most Influential Factors and a Comparison of Stiffness Design Methods

• Published in: PloS one Vol. 10; no. 10; p. e0139422
• Main Authors: Shah, S N R, Sulong, N H Ramli, Shariati, Mahdi, Jumaat, M Z
• Format: Journal Article
• Language: English
• Published: United States Public Library of Science 09.10.2015; Public Library of Science (PLoS)
• Subjects: Civil engineering; Cold; Comparative studies; Concrete; Connectors; Construction; Design engineering; Failure modes; Flexibility; Hot rolling; Manufacturers; Manufacturing; Mathematical analysis; Methods; Models, Theoretical; Seismic engineering; Steel; Steel beams; Steel construction; Stiffness; Malaysia; Kuala Lumpur Malaysia; Australia; United States > US
• ISSN: 1932-6203; 1932-6203
• DOI: 10.1371/journal.pone.0139422

Steel pallet rack (SPR) beam-to-column connections (BCCs) are largely responsible to avoid the sway failure of frames in the down-aisle direction. The overall geometry of beam end connectors commercially used in SPR BCCs is different and does not allow a generalized analytic approach for all types of beam end connectors; however, identifying the effects of the configuration, profile and sizes of the connection components could be the suitable approach for the practical design engineers in order to predict the generalized behavior of any SPR BCC. This paper describes the experimental behavior of SPR BCCs tested using a double cantilever test set-up. Eight sets of specimens were identified based on the variation in column thickness, beam depth and number of tabs in the beam end connector in order to investigate the most influential factors affecting the connection performance. Four tests were repeatedly performed for each set to bring uniformity to the results taking the total number of tests to thirty-two. The moment-rotation (M-θ) behavior, load-strain relationship, major failure modes and the influence of selected parameters on connection performance were investigated. A comparative study to calculate the connection stiffness was carried out using the initial stiffness method, the slope to half-ultimate moment method and the equal area method. In order to find out the more appropriate method, the mean stiffness of all the tested connections and the variance in values of mean stiffness according to all three methods were calculated. The calculation of connection stiffness by means of the initial stiffness method is considered to overestimate the values when compared to the other two methods. The equal area method provided more consistent values of stiffness and lowest variance in the data set as compared to the other two methods.