000 02354cam a2200325 a 4500
003 EG-GiCUC
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008 190114s2018 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.2018.Mo.N
100 0 _aMohamed Ayman Mosaad Elshourbagy
245 1 0 _aNonlinear numerical simulation for the behavior of reinforced concrete loaded beams subjected to fire /
_cMohamed Ayman Mosaad Elshourbagy ; Supervised Adel Yahya Akl
246 1 5 _aالمحاكاة العددية اللاخطية لتصرف الكمرات الخرسانية المسلحة المحملة و المعرضة للحريق
260 _aCairo :
_bMohamed Ayman Mosaad Elshourbagy ,
_c2018
300 _a204 P. :
_bcharts , facsimiles ;
_c30cm
502 _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 _aStructural deterioration and collapse during major fire is evident and recorded in many incidents. Such events lead to severe injuries and deaths in addition to major economic loss of property. In this thesis the main objective is reaching a reliable algorithm to simulate a reinforced concrete beams under both mechanical and fire loads. The proposed algorithm is performed based on connecting thermal analysis and structural analysis using a sequential coupling technique. These analyses involves non-linearity of both thermal and structural. The proposed algorithm is achieved through detailed numerical finite element models utilizing ANSYS program. The numerical results of the proposed methodology is verified against that of published experimental work, and the results showsgood correlation with the experimental results ,indicating the efficiency of the numerical model.This algorithm of creating the coupled numerical model, is then used to execute parametric study, for establishing the effect of some parameters on beam thermal and structural responses to fire loads
530 _aIssued also as CD
653 4 _aFinite element
653 4 _aFire test
653 4 _aNonlinear simulation
700 0 _aAdel Yahya Akl ,
_eSupervisor
856 _uhttp://172.23.153.220/th.pdf
905 _aNazla
_eRevisor
905 _aShimaa
_eCataloger
942 _2ddc
_cTH
999 _c69559
_d69559