期刊名称:International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN:2347-6710
电子版ISSN:2319-8753
出版年度:2016
卷号:5
期号:3
页码:4402
DOI:10.15680/IJIRSET.2016.0503243
出版社:S&S Publications
摘要:A simple computation procedure is developed to predict the general behaviour of composite beam withshear connector under bending. Different spacing of shear connector should be change cold form sheet considered. Theexperiments include four series of composite beams tested. The tests reported were used to ascertain the flexuralstrength of the beams and to validate the theoretical predictions. Companion specimens of concrete cylinders and cubeswere tested for compressive strength and elastic modulus properties. The section was then exposed to bending, and thechange in the behaviour was noticed. The effect of a wide range of important parameters was studied on compositebeams accompanied by bending.