A Methodology of Testing Beam to Column Connection under Lateral Impact Load
Beam to column connection can be considered as the most important structural part that affects the response of buildings to progressive collapse. However, many studies were conducted to investigate the beam to column connection under accidental loads such as fire, blast and impact load to investigate the connection response. The study is a part of a PhD plan to investigate different types of connections under lateral impact load. The conventional test setups, such as cruciform setup, were designed to apply shear forces and bending moment on the connection, whilst, in the lateral impact case, the connection is subjected to combined tension and moment. Hence, a review is presented to introduce the previous test setup that is used to investigate the connection behaviour. Then, the design and fabrication of the novel test setup is presented. Finally, some trial test results to investigate the efficiency of the proposed setup are discussed. The final results indicate that the setup was efficient in terms of the simplicity and strength.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1131477Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 727
 Yu. J. and Jones N., Numerical simulation of a clamped beam under impact loading. computers and Structures, 1989. 32, No. 2: p. 281-293.
 Shakir A. S., Guan Z. W., and Jones S. W., Lateral impact response of the concrete filled steel tube columns with and without CFRP strengthening. Engineering Structures, 2016. 116: p. 148-162.
 Zeinoddini M., Parke G. A. R., and Harding J. E., Axially pre-loaded steel tubes subjected to lateral impacts- an experimental study. International Journal of Impact Engineering, 2002. 27: p. 669-690.
 Zeinoddini M., Harding J. E., and Parke G. A. R., Axially pre-loaded steel tubes subjected to lateral impacts (a numerical simulation). International Journal of Impact Engineering, 2008. 35(11): p. 1267-1279.
 Al-Thairy H., Behaviour and design of steel column subjected to vehicle impact, in School of Mechanical, Aerospace and Civil Engineering. 2012, University of Manchester.
 Rahbari R., Tyas A., Buick Davison J., and Stoddart E. P., Web shear failure of angle-cleat connections loaded at high rates. Journal of Constructional Steel Research, 2014. 103: p. 37-48.
 Grimsmo E. L., Clausen A. H., Langseth M., and Aalberg A., An experimental study of static and dynamic behaviour of bolted end-plate joints of steel. International Journal of Impact Engineering, 2015. 85: p. 132-145.
 Ribeiro J., Santiago A., Rigueiro C., Barata P., and Veljkovic M., Numerical assessment of T-stub component subjected to impact loading. Engineering Structures, 2016. 106: p. 450-460.
 Sheet I. S., Gunasekaran U., and MacRae G. A., Experimental investigation of CFT column to steel beam connections under cyclic loading. Journal of Constructional Steel Research, 2013. 86: p. 167-182.
 Yang B. and Tan K. H., Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario. Engineering Structures, 2013. 54: p. 112-130.
 ImPREESSion 6. NecoletTecnonlgies. Germany: Weisang GmbH & Co. KG.; 2002.