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003 | EG-GiCUC | ||
008 | 200120s2019 ua dh f m 000 0 eng d | ||
040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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041 | 0 | _aeng | |
049 | _aDeposite | ||
097 | _aM.Sc | ||
099 | _aCai01.13.05.M.Sc.2019.Re.E | ||
100 | 0 | _aReda Khaled Aboelfottouh | |
245 | 1 | 0 |
_aExperimental investigation of fire effect on punching shear resistance of slabs strengthened with CFRP fan / _cReda Khaled Abo Elfottouh ; Supervised Hamed M. Salem , Hatem Hamdy Gheith , |
246 | 1 | 5 | _aدراسة معملية عن تأثير الحريق على مقاومة القص الثاقب للبلاطات المدعمة بألياف الكربون على شكل مروحة |
260 |
_aCairo : _bReda Khaled Aboelfottouh , _c2019 |
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300 |
_a110 P. : _bcharts , facsimiles ; _c30cm |
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502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
520 | _aPunching shear failure is considered one of the main aspects of flat slab system design. Nowadays, alteration of buildings usage over its life time demanded modern strengthening techniques against the prementioned punching failure. One of the modern techniques is using CFRP fan method technique against punching failure to increase punching shear capacity. On the other hand, Fire resistance of concrete structures became of great significance, but further research is needed to determine the actual performance of various strengthening techniques, therefore, the efficiency of the proposed technique under fire is studied. The experimental program consists of nine specimens. The parameters of the study were the temperature of fire, type of cooling, arrangement and location of CFRP fans. Two specimens were not heated while the remaining seven specimens where heated. The results showed a promising performance for the proposed technique under fire conditions | ||
530 | _aIssued also as CD | ||
653 | 4 | _aCFRP | |
653 | 4 | _aFlat slab | |
653 | 4 | _aPunching shear | |
700 | 0 |
_aHamed M. Salem , _eSupervisor |
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700 | 0 |
_aHatem Hamdy Gheith , _eSupervisor |
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905 |
_aAsmaa _eCataloger |
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905 |
_aNazla _eRevisor |
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942 |
_2ddc _cTH |
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_c76400 _d76400 |