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Resistance of stud shear connectors to fatigue
Journal of Constructional Steel Research, 2000Abstract The three relationships that have been proposed for use in design for fatigue of shear connectors in composite beams are compared, with reference to all relevant test data on welded stud connectors. Statistical analyses of these data are presented.
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This paper investigates the influence of connector height on the shear behavior of Y-shaped shear connectors in steel–concrete composite beams. A three-dimensional nonlinear finite element (FE) model was developed using ABAQUS 6.14 to simulate push-out tests.
davami, maede +2 more
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davami, maede +2 more
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Fatigue of clothoid shaped rib shear connectors
Journal of Constructional Steel Research, 2020Josef Hegger, Georgios Christou
exaly
A study on structural performance of deconstructable bolted shear connectors in composite beams
Structures, 2021Mehran Zeynalian, Abdolreza Ataei
exaly
Behavior of Headed Stud Shear Connectors in Composite Beam
Journal of Structural Engineering, 2005Dennis Lam
exaly