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Behavior of axially loaded high strength reinforced concrete short columns exposed to fire / Mohamed Ahmed Saad Elmahallawy ; Supervised Akram Mohamed A. Torkey , Nasser Fekery Elshafey

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Ahmed Saad Elmahallawy , 2017Description: 86 P. : charts , facsimiles ; 30cmOther title:
  • سلوك الأعمدة الخرسانية المسلحة القصيرة عالية المقاومه المعرضه للحريق تحت تأثير الأحمال الرأسية [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The main objective of the present work is to study the behaviour of reinforced high strength concrete columns exposed to fire, and to evaluate the reduction in concrete strength after fire. To achieve these goals, the research will count on experimental and theoretical analysis. Taking into consideration the following parameters 1) concrete characteristic strength. 2) fire dyration. 3) concrete cover .4) cooling manner. An experimental analysis was conducted on eight reinforced concrete specimens with dimensions (200*200*1500) mm (divided into four groups) were exposed to fire then experimentally tested under centric load. In addition, theoretical analysis was conducted for 25 models to study the columns behavior using a three-dimensional non-linear finite element program ANSYS 16.2
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Mo.B (Browse shelf(Opens below)) Not for loan 01010110074969000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Mo.B (Browse shelf(Opens below)) 74969.CD Not for loan 01020110074969000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The main objective of the present work is to study the behaviour of reinforced high strength concrete columns exposed to fire, and to evaluate the reduction in concrete strength after fire. To achieve these goals, the research will count on experimental and theoretical analysis. Taking into consideration the following parameters 1) concrete characteristic strength. 2) fire dyration. 3) concrete cover .4) cooling manner. An experimental analysis was conducted on eight reinforced concrete specimens with dimensions (200*200*1500) mm (divided into four groups) were exposed to fire then experimentally tested under centric load. In addition, theoretical analysis was conducted for 25 models to study the columns behavior using a three-dimensional non-linear finite element program ANSYS 16.2

Issued also as CD

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