| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6747257 | HBRC Journal | 2016 | 12 Pages |
Abstract
The obtained results indicate that, the proposed shear reinforcement system has a positive effect in the enhancement of both the punching shear capacity and the strain energy of interior slab-column connection of both normal and high strength concrete. The general finite element software ANSYS can be used successfully to simulate the punching shear behavior of reinforced concrete flat plates.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Ahmed Ibrahim, Salah E.E. El-Metwally, Hamed H. Asker, Mohamed A. El Zareef,