Effect Of Cross Ribs and Rigidity Of Middle Supports on the Behavior Of One Way Ribbed Slabs
Ahmed, M., Hassaneen, Y., Abd El Shafy, Z., Farouk, M. (2012). Effect Of Cross Ribs and Rigidity Of Middle Supports on the Behavior Of One Way Ribbed Slabs. EKB Journal Management System, 9(9th International Conference on Civil and Architecture Engineering), 1-16. doi: 10.21608/iccae.2012.44214
M. H. Ahmed; Y. A. Hassaneen; Z. E. Abd El Shafy; M. A. Farouk. "Effect Of Cross Ribs and Rigidity Of Middle Supports on the Behavior Of One Way Ribbed Slabs". EKB Journal Management System, 9, 9th International Conference on Civil and Architecture Engineering, 2012, 1-16. doi: 10.21608/iccae.2012.44214
Ahmed, M., Hassaneen, Y., Abd El Shafy, Z., Farouk, M. (2012). 'Effect Of Cross Ribs and Rigidity Of Middle Supports on the Behavior Of One Way Ribbed Slabs', EKB Journal Management System, 9(9th International Conference on Civil and Architecture Engineering), pp. 1-16. doi: 10.21608/iccae.2012.44214
Ahmed, M., Hassaneen, Y., Abd El Shafy, Z., Farouk, M. Effect Of Cross Ribs and Rigidity Of Middle Supports on the Behavior Of One Way Ribbed Slabs. EKB Journal Management System, 2012; 9(9th International Conference on Civil and Architecture Engineering): 1-16. doi: 10.21608/iccae.2012.44214

Effect Of Cross Ribs and Rigidity Of Middle Supports on the Behavior Of One Way Ribbed Slabs

The International Conference on Civil and Architecture Engineering
Article 1, Volume 9, 9th International Conference on Civil and Architecture Engineering, May 2012, Page 1-16  XML PDF (1.01 MB)
Document Type: Original Article
DOI: 10.21608/iccae.2012.44214
View on SCiNiTO View on SCiNiTO
Authors
M. H. Ahmed1; Y. A. Hassaneen1; Z. E. Abd El Shafy2; M. A. Farouk3
1Professor civil Eng. Dept., Faculty Of Eng., Assiut Universityز
2Lecturer, Civil Eng. Dept., Assiut University.
3Engineer Expert in Ministry Of justice.
Abstract
Abstract
The effect of cross ribs and the rigidity of middle supports on the behavior of one way ribbed slabs were introduced in this paper. The 3D-FEM model through (ANSYS) program has been used to accomplish this study. The ultimate load, the cracking load, the strain of concrete, stress of steel and deflection of the analyzed slabs were calculated as well as mode of failure was observed. The optimum reinforcement, cross section and the location of cross rib as well as the effect of middle beam on the behavior of slabs were concluded.
Keywords
cross ribs; way ribbed slabs; 3D-FEM model; The ultimate load; cracking load; mode of failure
Statistics
Article View: 131
PDF Download: 258