الفهرس Only 14 pages are availabe for public view
 |  | from | 122 |  |  |
| | | from | 122 | | |
Abstract
The shear behavior of self-compacting reinforced concrete inverted T-beams-with and without diaphragm-was tested in four-point bending configuration considering the thickness of the flange, and the width of the flange. The response of the tested beams was assessed based on the results of crack patterns, load at first cracking, ultimate shear capacity, and failure modes. The Egyptian code of practice-based shear resistance predictions for RC beams were considered. The ECP and ACI code provisions for shear strength and resistance of R.C. can be applied safely to the SCC