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Please use this identifier to cite or link to this item: http://repository.iitr.ac.in/handle/123456789/4213
Title: Numerical study on the deformation behavior of steel concrete composite girders considering partial shear interaction
Authors: Kalibhat M.G.
Upadhyay, Akhil
Published in: Structures
Abstract: The present paper focuses on the study of deformation behavior of steel concrete composite (SCC) girders with partial shear interaction. The main objective of this work is to bring out the relative significance of the partial shear interaction with respect to full interaction, which has been addressed with the help of parametric study considering various influencing parameters such as, degree of shear connection, span length, type of loading, distribution of shear stud connectors, geometry of steel girder, yield strength of structural steel and concrete grade. The parametric study has been carried out using a simplified numerical modelling technique with the help of commercially available finite element software SAP2000. The numerical modelling involves simulation of composite action between the concrete deck and the steel girder in the SCC girder, which has been carried out by using various elements such as, beam elements, rigid link elements and spring elements. Further, a comparative study has been carried out to study the accuracy of numerical model with the available analytical models. The results of the numerical model are also compared with the results of the equations given in several national codes to calculate deflections, to study the efficacy of the codal provisions. It is seen that the various aforementioned parameters have considerable influence on the deformations of SCC girders. It is also seen that the change in distribution type of shear stud connectors considerably reduce their number without significantly affecting the deformations of SCC girder. ¬© 2019 Institution of Structural Engineers
Citation: Structures(2020), 23(): 437-446
URI: https://doi.org/10.1016/j.istruc.2019.10.007
http://repository.iitr.ac.in/handle/123456789/4213
Issue Date: 2020
Publisher: Elsevier Ltd
Keywords: Deformations
Numerical model
Parametric study
Partial shear interaction
Steel concrete composite girder
ISSN: 23520124
Author Scopus IDs: 57196950051
13608643500
Author Affiliations: Kalibhat, M.G., Department of Civil Engineering, Indian Institute of Technology, Roorkee, 247667, India
Upadhyay, A., Department of Civil Engineering, Indian Institute of Technology, Roorkee, 247667, India
Corresponding Author: Kalibhat, M.G.; Department of Civil Engineering, Indian Institute of TechnologyIndia; email: mkalibhat@ce.iitr.ac.in
Appears in Collections:Journal Publications [CE]

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