Abstract
Steel–concrete composite members have been widely used in the construction of high-rise building. The parameters which affect the composite action between steel and concrete are the strength of the connectors and concrete strength. In this study, the push-out test was conducted to find the strength and stiffness of the stud connectors embedded in the solid concrete slab and concrete slab with decking sheet. Four numbers of push-out specimens were made with one or two stud connectors. The failure was observed on the surface of the concrete slab. The load–slip behaviour and shear capacity of the stud connectors on the solid slab with or without decking sheet were calculated and compared with current codes of practice. There was a good agreement between the shear strength obtained using experimental study and codal equations.
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References
Dennis Lam M, El-Lobody E (2005) Behaviour of headed stud shear connectors in composite beam. J Struct Eng 131(1):96–107
Rocha JDB, Bezerra LM, Quevedo RL (2015) Study of stud connectors behaviour in composite beams with profiled steel sheeting. Revista de la Constr 14(3):47–54
Prakash A, Anandavalli N, Madheswaran CK, Lakshmanan N (2012) Modified push-out tests for determining shear strength and stiffness of HSS stud connector-experimental study. Int J Compos Mater 2(3):22–31
Bouchair A, Bujnak J, Duratna P, Lachal A (2012) Modeling of the steel- concrete push-out test. Proc Eng-Steel Struct Bridg 40:102–107
Han Q-H, Xu J, Xing Y, Li Z-Y (2015) Static push-out test on steel and recycled tire rubber-filled concrete composite beams. Steel Compos Struct 19(4):843–860
Sangeetha P, Ashwin Muthuraman R (2018) Performance of steel concrete sandwich beam with varying shear connectors. Indian J Sci Technol 11(34):1–7
Sangeetha P, Senthil R (2017) A study on ultimate behaviour of composite space trusses. KSCE J Civil Eng 21(3):950–954
EN 1994-1-1 (2004) Design of composite steel and concrete structures part 1.1. European Committee for Standardization, Brussels
AISC-LRFD (2010) Load and resistance factor design (LRFD) specification for structural steel building. American Institute of Steel Construction (AISC), Inc., Chicago, IL
JSCE (2009) Standard specification for design of steel and composite structures: I general provision, II structural planning, III design. Japan Society of Civil Engineers
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Sangeetha, P., Ramanagopal, S., Amrutha, U., Balasubramaniam, A., Madhumitha, V., Arun, G. (2021). Experimental Study of the Headed Stud Connectors in Composite Structure. In: Ramanagopal, S., Gali, M., Venkataraman, K. (eds) Sustainable Practices and Innovations in Civil Engineering. Lecture Notes in Civil Engineering, vol 79. Springer, Singapore. https://doi.org/10.1007/978-981-15-5101-7_17
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DOI: https://doi.org/10.1007/978-981-15-5101-7_17
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