| 000 | 02736cam a2200313 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 008 | 211024s2021 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
||
| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2021.Mo.F | ||
| 100 | 0 | _aMohamed Sayed Ahmed Ahmed | |
| 245 | 1 | 0 |
_aFlexural behavior of preloaded recycled aggregate concrete beams strengthened by CFRP and steel plates / _cMohamed Sayed Ahmed Ahmed ; Supervised Mohamed Talaat Mustafa , Khaled Farouk Elkashif |
| 246 | 1 | 5 | _aدراسة سلوك الإنحناء على الكمرات المعرضة لتحميل مسبق و المصنعة من الخرسانة معادة التدوير و المدعمة بألواح الكربون البوليمرية و ألواح الصلب |
| 260 |
_aCairo : _bMohamed Sayed Ahmed Ahmed , _c2021 |
||
| 300 |
_a92 P. : _bcharts , facsimiles ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe purpose of this thesis is to study the flexural behavior of recycled aggregate concrete (RAC) continuous beams before and after strengthening. Steel plates and CFRB laminates were used as strengthening techniques. An experimental investigation was done using eight reinforced concrete beams which made of recycled aggregate and have the same dimensions, but with differences in the preloading levels and type of strengthening. Beams were divided into two control beams and two groups. The first beam was the reference beam which made of normal concrete (NC), the second control beam was made of RAC. And the first group included three beams strengthened using CFRP laminates as external strengthening. The second group included three beams also, but strengthened by steel plates. The two groups were strengthened firstly by curing and cracks filled by using two types of Epoxy. In this study, comparison between each type of strengthening was done , also the cost comparison have been occurred, and the optimum type to be used in accordance with parameters of cost and gained load-carrying capacity of the tested beams. The results show improvement in load-carrying capacity by 146% and 197% for CFRP and steel plate techniques respectively, and also show deflection decreasing by up to 82% and 87% for CFRP and steel plate's technique respectively | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCFRP | |
| 653 | 4 | _aFlexural Strengthening | |
| 653 | 4 | _aRecycled Aggregate Concrete | |
| 700 | 0 |
_aKhaled Farouk Elkashif , _eSupervisor |
|
| 700 | 0 |
_aMohamed Talaat Mustafa , _eSupervisor |
|
| 905 |
_aNazla _eRevisor |
||
| 905 |
_aShimaa _eCataloger |
||
| 942 |
_2ddc _cTH |
||
| 999 |
_c82774 _d82774 |
||