کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
285144 | 509182 | 2012 | 13 صفحه PDF | دانلود رایگان |
![عکس صفحه اول مقاله: Parametrical static analysis on group studs with typical push-out tests Parametrical static analysis on group studs with typical push-out tests](/preview/png/285144.png)
Group studs are known as shear connectors in steel and concrete composite structures. By now, many composite bridges have been characterized by long lateral cantilevers. The shear studs are actually under biaxial action consisting of shear force and action in light of lateral bending moment on concrete slab induced by long cantilever and passing by moving loads. Moreover, lateral bending moment may even lead to the initiation of bending-induced concrete cracks. These two situations can both affect mechanical performance of group studs. Thus, a parametrical FEM analysis was carried out, in which damage plasticity was introduced to simulate material nonlinear behavior. In the analysis, lateral bending moments respectively inducing maximum concrete crack widths of 0.1 mm and 0.2 mm, shank diameters of 13 mm, 16 mm, 19 mm and 22 mm and stud heights including 80 mm and 100 mm were parameters. It was found that mechanical behavior of group studs with large shank diameter would be less affected by biaxial action and initial bending-induced concrete cracks seemed unfavorable to stud shear stiffness. On the other hand, typical push-out tests were executed to investigate reductions of shear stiffness and shear capacity of group studs. The reliability of FEM analysis was also verified based on the tests. In addition, stud shear capacity evaluations according to several design specifications were presented. It indicated shear capacity evaluation of Eurocode 4 got a relatively large safety factor. Moreover, the applicability of these specifications for group studs on shear capacity evaluation was also discussed.
► We executed a parametrical static study on group studs as shear connectors.
► Typical push-out test was executed to verify the reliability of FEM analysis.
► Shear stiffness of large stud was less affected by non-uniaxial action.
► Initial bending-induced concrete cracks caused stud shear stiffness reduction.
► Applicability of four design codes on stud shear capacity evaluation was discussed.
Journal: Journal of Constructional Steel Research - Volume 72, May 2012, Pages 84–96