STUDY ON SHEAR CAPACITY OF CHANNEL AND ANGLE SHEAR CONNECTORS IN COMPOSITE SLAB WITH STEEL DECKING
| Main Author: | Harsh Y. Chovatiya*1, V. R. Panchal2 & Nirpex A. Patel3 |
|---|---|
| Format: | Article Journal |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
https://zenodo.org/record/2642809 |
Daftar Isi:
- Comparative study has been performedto know shear capacity of Channel and Angle shear connectors in composite slab with steel decking located between the concrete slab, steel sheet and steel flange.In this study,Abaqus/CAE software is used for modeling 3D-nonlinear finite element model (FEM) of composite slab for analysis of push test. This study utilizes center and favourable position to inspect relative slip, shear capacity and failure mode for replacement of Headed Stud with horizontal Channel and Angle shear connectors. Through finite element analysis, it is observed that Angle and Horizontal Channel connectors have higher shear capacity as compared to Stud connector.