Abstract
Application of steel pallet racks (SPRs) for storage purposes has been widely grown around the world since the age of the industrial revolution. SPRs are cold formed structures and beam-to-column connections (BCCs) used in these structures are largely responsible for the sway stability of these frames in the down-aisle direction. It is essential to understand the performance of SPR BCCs under variable circumstances. This study investigates the monotonic and cyclic behavior of SPR BCCs. The cantilever test method was used and six monotonic and six cyclic tests were conducted according to the European standard and major failure modes and moment-rotation (M-θ) behavior of the connections were identified. In order to appraise the influence of parameters, the connections were distinguished by column thickness. After investigating the original rotational stiffness value, moment resistance, ductility and failure mode of the connection, an innovative design of SPR BCC is proposed with one additional bolt in the beam end connector and monotonic testing was performed. The findings showed that the proposed connections increased the performance of SPR BCC to a larger extent.
•The monotonic and cyclic behavior of SPR BCCs investigated.•The cantilever test method was used twelve monotonic and cyclic tests.•Major failure modes and moment-rotation (M-θ) behavior of the connections were identified.•An innovative design of SPR BCC is proposed.•The proposed connections increased the performance of SPR BCC to a larger extent.