SHEAR BEHAVIOR OF SELF-COMPACTING HIGH STRENGTH CONCRETE INVERTED T-BEAMS
Ahmed Mohamed Mamdouh Mohamed Youssef;
Abstract
Key Words: Shear strength – Self-compacting concrete – High strength concrete
Summary:
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.
Summary:
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.
Other data
| Title | SHEAR BEHAVIOR OF SELF-COMPACTING HIGH STRENGTH CONCRETE INVERTED T-BEAMS | Other Titles | سلوك الكمرات الخرسانية عالية المقاومة ذاتية الدمك على شكل حرف T مقلوب فى القص | Authors | Ahmed Mohamed Mamdouh Mohamed Youssef | Issue Date | 2016 |
Recommend this item
Similar Items from Core Recommender Database
Items in Ain Shams Scholar are protected by copyright, with all rights reserved, unless otherwise indicated.