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Steel and Composite Structures Volume 30, Number 5, March10 2019 , pages 457-469 DOI: https://doi.org/10.12989/scs.2019.30.5.457 |
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Behavior of steel storage pallet racking connection - A review |
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Chulin Chen, Lei Shi, Mahdi Shariati, Ali Toghroli, Edy Tonnizam Mohamad, Dieu Tien Bui and Majid Khorami
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| Abstract | ||
| Steel pallet racking industry has globally used from the industrial revolution and has deeply evolved from hot-rolled profile into cold-formed profile to raise the optimization in engineering field. Nowadays, some studies regarding cold-formed steel profile have been performed, but fewer studies in terms of cold-formed pallet racking specifically in connection due to the semi-rigid behavior by lug-hooked into the upright have been conducted. The objective of this study is to review the related literature on steel storage racking connection behavior. | ||
| Key Words | ||
| steel pallet racks; beam to column connection; cantilever testing; moment resistance; stiffness; ductility | ||
| Address | ||
| (1) Chulin Chen, Lei Shi: School of Architecture and Art, Central South University, Changsha 410075, China; (2) Mahdi Shariati: Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran; (3) Ali Toghroli: Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran; (4) Edy Tonnizam Mohamad: Centre of Tropical Geoengineering (GEOTROPIK), Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia; (5) Dieu Tien Bui: Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam; (6) Majid Khorami: Universidad UTE, Facultad de Arquitectura y Urbanismo, Calle Rumipamba s/n y Bourgeois, Quito, Ecuador. | ||