Behavior of axially loaded high strength reinforced concrete short columns exposed to fire /
سلوك الأعمدة الخرسانية المسلحة القصيرة عالية المقاومه المعرضه للحريق تحت تأثير الأحمال الرأسية
Mohamed Ahmed Saad Elmahallawy ; Supervised Akram Mohamed A. Torkey , Nasser Fekery Elshafey
- Cairo : Mohamed Ahmed Saad Elmahallawy , 2017
- 86 P. : charts , facsimiles ; 30cm
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
Fire High strength reinforced concrete short columns exposed Strength theoretical analysis