Behavior of deep beams with inclined reinforcement using strut and tie model /
Amgad Abdelmohsen Mahmoud Elbhiery
Behavior of deep beams with inclined reinforcement using strut and tie model / سلوك الكمرات العميقة ذات التسليح المائل بواسطة نموذج الضاغط والشداد Amgad Abdelmohsen Mahmoud Elbhiery ; Supervised Magdy Elsayed Kassem , Ahmed Abdelfattah Mahmoud - Cairo : Amgad Abdelmohsen Mahmoud Elbhiery , 2014 - 124 P. : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
In this research, the present development that related for the strut and tie model is reviewed, hence it can be applied on simply supported deep beams with normal strength concrete and different parameters. Seven specimens were tested and its results were compared with the numerical results using ANSYS 14 program and gave a good agreement. In the second part of thesis, parametric study was done using nonlinear finite element analysis (ANSYS 14 ) to study the influence of web reinforcement and opening in inclined reinforced deep beams
Finite element model Reinforced concrete deep beams Strut and tie model
Behavior of deep beams with inclined reinforcement using strut and tie model / سلوك الكمرات العميقة ذات التسليح المائل بواسطة نموذج الضاغط والشداد Amgad Abdelmohsen Mahmoud Elbhiery ; Supervised Magdy Elsayed Kassem , Ahmed Abdelfattah Mahmoud - Cairo : Amgad Abdelmohsen Mahmoud Elbhiery , 2014 - 124 P. : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
In this research, the present development that related for the strut and tie model is reviewed, hence it can be applied on simply supported deep beams with normal strength concrete and different parameters. Seven specimens were tested and its results were compared with the numerical results using ANSYS 14 program and gave a good agreement. In the second part of thesis, parametric study was done using nonlinear finite element analysis (ANSYS 14 ) to study the influence of web reinforcement and opening in inclined reinforced deep beams
Finite element model Reinforced concrete deep beams Strut and tie model