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About Final Research (Addisu Leta, Structural Eng)
This thesis evaluates the accuracy of predicting the shear capacity of reinforced concrete beams without transverse reinforcement according to different design codes. Fifty-six beams from previous experimental studies are selected considering parameters like concrete strength, longitudinal reinforcement ratio, and shear span-to-depth ratio. The test results are used to evaluate codes like ACI 318-14, Eurocode 2, Zsutty 1971, and Niwa et al. 1987. Zsutty 1971 is found to best predict capacity with a correlation coefficient of 0.712. Finite element analysis is also used to study the effect of parameters on capacity. The analysis shows capacity increases with concrete strength and longitudinal reinforcement ratio, but decreases with higher shear span-to-depth ratio.
Detailed Information
Author: | ['Mohammed B Tuse'] |
---|---|
Publication Year: | 2021 |
Pages: | 99 |
Language: | English |
Format: | |
Price: | FREE |
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