A REVIEW ON IMPROVEMENT OF PUNCHING SHEAR FAILURE OF FLAT SLAB
| Author(s) | : | Savan A. Pansuriya, Grishma Thaker, Anuj Chandiwala |
| Institution | : | Civil Engineering Department, Chhotubhai Gopalbhai Patel Institute of Technology |
| Published In | : | Vol. 4, Issue 11 — November 2017 |
| Page No. | : | 363-366 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
— Flat slab construction is among the most efficient methods of construction, enabling a consistent head spaceto be achieved across the entire floor with the resulting benefits of easier layout of services and reduced overall floor tofloor heights. The design of a flat plate structure is generally governed either by serviceability limits on deflection orpunching shear strength of the column slab connections. However, the punching shear failure at the slab column junctionhas to be considered properly in such flat slab. Disregards to this criterion has resulted in several collapses in the past.Using traditional link as punching shear reinforcement is time consuming and expansive. To increase the strength of acolumn-slab connection, a new type of shear reinforcement, referred to as shear stud, is popular now a days. Therefore,study of the flat slab will be carried out with comparison of different structural parameters. Conclusion will be carriedout on improvement of punching shear failure due to shear stud rail.
Savan A. Pansuriya, Grishma Thaker, Anuj Chandiwala, “A REVIEW ON IMPROVEMENT OF PUNCHING SHEAR FAILURE OF FLAT SLAB”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 11, pp. 363-366, November 2017.
