THE EFFECT OF SOLID PARTS ON THE NON-LINEAR BEHAVIOR OF ONE WAY RIBBED SLABS
Ahmed, M., Hassaneen, Y., Abd El Shafy, Z., Farouk, M. (2010). THE EFFECT OF SOLID PARTS ON THE NON-LINEAR BEHAVIOR OF ONE WAY RIBBED SLABS. EKB Journal Management System, 38(No 6), 1447-1468. doi: 10.21608/jesaun.2010.125569
M. H. Ahmed; Y. A. Hassaneen; Z. E. Abd El Shafy; M. A. Farouk. "THE EFFECT OF SOLID PARTS ON THE NON-LINEAR BEHAVIOR OF ONE WAY RIBBED SLABS". EKB Journal Management System, 38, No 6, 2010, 1447-1468. doi: 10.21608/jesaun.2010.125569
Ahmed, M., Hassaneen, Y., Abd El Shafy, Z., Farouk, M. (2010). 'THE EFFECT OF SOLID PARTS ON THE NON-LINEAR BEHAVIOR OF ONE WAY RIBBED SLABS', EKB Journal Management System, 38(No 6), pp. 1447-1468. doi: 10.21608/jesaun.2010.125569
Ahmed, M., Hassaneen, Y., Abd El Shafy, Z., Farouk, M. THE EFFECT OF SOLID PARTS ON THE NON-LINEAR BEHAVIOR OF ONE WAY RIBBED SLABS. EKB Journal Management System, 2010; 38(No 6): 1447-1468. doi: 10.21608/jesaun.2010.125569

THE EFFECT OF SOLID PARTS ON THE NON-LINEAR BEHAVIOR OF ONE WAY RIBBED SLABS

JES. Journal of Engineering Sciences
Article 5, Volume 38, No 6, November and December 2010, Page 1447-1468  XML PDF (936.72 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2010.125569
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Authors
M. H. Ahmed1; Y. A. Hassaneen1; Z. E. Abd El Shafy2; M. A. Farouk3
1Civil engineering Department, faculty of Engineering, Assiut University
2Lecturer, Civil engineering Department, faculty of Engineering, Assiut University
3Engineer Expert in Ministry of justice.
Abstract
Non-linear behavior of one way ribbed slabs was introduced in this paper. The 3D-FEM model through (ANSYS) program has been used to accomplish this study. In this research the effect of width of middle solid part, the area of compression reinforcements of middle solid part and the width of edge solid parts on the behavior of one way ribbed slabs were studied. The ultimate load, the cracking load, the strain of concrete, stress of steel and deflection were calculated as well as mode of failure was observed. The best ratio of the width of middle solid part to the span of slab and the effect of existence the edge solid parts were concluded.
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