STRUCTURAL BEHAVIOR OF BEAMS COMBINING ULTRA HIGH STRENGTH CONCRETE AND NORMAL STRENGTH CONCRETE
Ahmed Mohamed ISMAIL;
Abstract
Summary:
This thesis present a study on the structural behavior of UHSC, NSC and composite beams using (UHSC) and (NSC) with the effect of different parameters under the static loads effect. This study aims mainly to reach the optimum thickness of UHSC layer in composite beams. This experimental program consists of ten reinforced concrete beams, with different parameters, which were longitudinal reinforcement ratio, type of used concrete and the thickness of UHSC layer. In addition, this research presents analytical models for beams that have been practically tested. Then the results were discussed and analyzed with a comparison between the experimental and the theoretical results.
This thesis present a study on the structural behavior of UHSC, NSC and composite beams using (UHSC) and (NSC) with the effect of different parameters under the static loads effect. This study aims mainly to reach the optimum thickness of UHSC layer in composite beams. This experimental program consists of ten reinforced concrete beams, with different parameters, which were longitudinal reinforcement ratio, type of used concrete and the thickness of UHSC layer. In addition, this research presents analytical models for beams that have been practically tested. Then the results were discussed and analyzed with a comparison between the experimental and the theoretical results.
Other data
| Title | STRUCTURAL BEHAVIOR OF BEAMS COMBINING ULTRA HIGH STRENGTH CONCRETE AND NORMAL STRENGTH CONCRETE | Authors | Ahmed Mohamed ISMAIL | Issue Date | 2018 |
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