%0 Journal Article
	%A M. M. Mohammadi Dehnavi and  A. De Angelis and  M. R. Pecce
	%D 2022
	%J International Journal of Civil and Architectural Engineering
	%B World Academy of Science, Engineering and Technology
	%I Open Science Index 192, 2022
	%T The Role of the Studs Configuration in the Structural Response of Composite Bridges
	%U https://publications.waset.org/pdf/10012843
	%V 192
	%X This paper deals with the role of studs in structural response for steel-concrete composite beams. A tri-linear slip-shear strength law is assumed according to literature and codes provisions for developing a finite element (FE) model of a case study of a composite deck. The variation of the strength and ductility of the connection is implemented in the numerical model carrying out nonlinear analyses. The results confirm the utility of the model to evaluate the importance of the studs capacity, ductility and strength, on the global response (ductility and strength) of the structures but also to analyse the trend of slip and shear at interface along the beams.
	%P 336 - 340