Abdelsamee, E., Hosni, D., Hassanean, Y., M. Sogier, P. (2007). PREDICTION OF SHEAR STRENGTH OF HIGH STRENGTH REINFORCED CONCRETE TEE BEAMS. test, 35(No 1), 29-52. doi: 10.21608/jesaun.2007.111371
Eng. Khaled Abdelsamee; Dr. Mhamoud Hosni; Yehia. A. Hassanean; Prof. Housni M. Sogier. "PREDICTION OF SHEAR STRENGTH OF HIGH STRENGTH REINFORCED CONCRETE TEE BEAMS". test, 35, No 1, 2007, 29-52. doi: 10.21608/jesaun.2007.111371
Abdelsamee, E., Hosni, D., Hassanean, Y., M. Sogier, P. (2007). 'PREDICTION OF SHEAR STRENGTH OF HIGH STRENGTH REINFORCED CONCRETE TEE BEAMS', test, 35(No 1), pp. 29-52. doi: 10.21608/jesaun.2007.111371
Abdelsamee, E., Hosni, D., Hassanean, Y., M. Sogier, P. PREDICTION OF SHEAR STRENGTH OF HIGH STRENGTH REINFORCED CONCRETE TEE BEAMS. test, 2007; 35(No 1): 29-52. doi: 10.21608/jesaun.2007.111371

PREDICTION OF SHEAR STRENGTH OF HIGH STRENGTH REINFORCED CONCRETE TEE BEAMS

JES. Journal of Engineering Sciences
Article 3, Volume 35, No 1, January and February 2007, Pages 29-52    PDF (1.23 M)
Document Type: Research Paper
DOI: 10.21608/jesaun.2007.111371
Authors
Eng. Khaled Abdelsamee* 1; Dr. Mhamoud Hosni2; Yehia. A. Hassanean3; Prof. Housni M. Sogier4
1Engineer, Sohage building house organization
2Lecturer of Structural Eng., Civil eng. Dept, Assiut University.
3Civil Department, Faculty of Engineering, Assiut University, Egypt.
4Professor of Reinforced concrete structures, Civil eng. Dept, Assiut University
Abstract
Results of an theoretical investigation of the shear strength of reinforced concrete tee beams made from high strength concrete are summarized in this paper. In addition to the effect of both flange to web width ratio of tee beams and compressive strength of the concrete, the effect of other variables such as shear span to depth ratio, percentage of both tension steel and web reinforcement were taken into consideration in predicting shear strength of high strength reinforced concrete tee beams. Finite element method was used to analyze twenty six beams subjected to two point static loading. Proposed equation to estimate the shear strength of the analyzed beams was developed. The predicated shear strengths by the proposed equation were compared with Zustty, ACI code, Egyptian code.
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