Mahmoud Mohamed Mohamed Ahmed  <br/><br/>
Experimental study on punching shear behavior of rc flat slabs according to the Egyptian code /  
 دراسة عملية لسلوك القص الثاقب فى البلاطات الخرسانية المسطحة طبقا للكود المصرى 
Mahmoud Mohamed Mohamed Ahmed ; Supervised Hany Ahmed Abdalla ,  Rasha Tharwat Senousi Mabrouk  
 - Cairo :   Mahmoud Mohamed Mohamed Ahmed  ,   2021 
 - 62 P. :   charts , facsimiles ;   30cm 
<br/><br/>Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering 
<br/><br/> In this research six of reinforced concrete slabs samples were tested in laboratory. These  samples have a model scale 1:5. The samples a flat slab with concrete dimensions 1000x1000 mm and with thickness 160 mm. they have a concrete square column with  dimensions150x150 mm. Some variables were considered the distance between flexural longitudinal reinforcement, the distance between shear reinforcement and the width of the  stirrups.The results of the sample were compared to those estimated by the Egyptian and international codes.The results indicated that the strength of punching increased with  increasing the flexural and shear reinforcement in experimental samples.These samples  were simulated by using ANSYS 17.2. The theoretical results were verified against experimental results and its founded the theoretical results near to the experimental  results.The results indicated that the strength of punching increased with increasing the flexural and shear reinforcement in theoretical samples; its the same in the experimental results 
<br/><br/>
<br/><br/><label>Subjects--Index Terms: </label>Flat slabs  Flexural reinforcement  Punching