| 000 | 02545cam a2200325 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223032318.0 | ||
| 008 | 190619s2019 ua dh f m 000 0 eng d | ||
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_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aPh.D | ||
| 099 | _aCai01.13.05.Ph.D.2019.Mo.S | ||
| 100 | 0 | _aMohamed Gamil Elsayed Megahed | |
| 245 | 1 | 0 |
_aSize effect on shear strength of normal and wide beams with normal and high strength concrete / _cMohamed Gamil Elsayed Megahed ; Supervised Nabil A. B. Yehia |
| 246 | 1 | 5 | _aتأثير الحجم على مقاومة القص فى الكمرات العريضة والعادية ذات الخرسانة عادية وعالية المقاومة |
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_aCairo : _bMohamed Gamil Elsayed Megahed , _c2019 |
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_a150 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe main objective of this research was to investigate to what extent the beam depth, width, longitudinal reinforcement ratio and concrete compressive strength, influence the ultimate shear capacity of reinforced concrete beams without transverse reinforcement. An experimental program was undertaken to study these parameters and to evaluate the empirical formula of the current Egyptian Code of practice (ECP 203-2017)[1] for calculating shear strength of concrete beams. The experimental program was performed for eighteen beams with variables depths; 125, 250, 350, and 600 mm. The concrete cube compressive strength varied from 25 MPa. To 87.5 MPa. The longitudinal reinforcement ratio varied from .8 % to 1.2%. The tested beams had constant clear span to effective depth ratio (l/d=6). It was found that the shear strength of beams decreases as the beam effective depth increases, and as longitudinal reinforcement ratio decreases.The ultimate load of the tested specimens was verified analytically using a finite element program 2ABAQUS 6.133, and the obtained predictions gave a good agreement with the experimental results. A parametric study was performed using the same finite element program to estimate the ultimate shear capacity of various depths of beams | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aConcrete beams | |
| 653 | 4 | _aShear strength | |
| 653 | 4 | _aSize effect | |
| 700 | 0 |
_aNabil A. B. Yehia , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
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_aNazla _eRevisor |
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_aShimaa _eCataloger |
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_2ddc _cTH |
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_c72513 _d72513 |
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