Elsayed, A., Rashwan, M., Diab, H., Abdallah, A., Mohamed, A. (2013). EFFECT OF FIBERS TYPE ON FLEXURAL BEHAVIOR OF HIGH PERFORMANCE CONCRETE BEAMS UNDER REPEATED LOAD. test, 41(No 6), 2103-2125. doi: 10.21608/jesaun.2013.114950
Aly Abdel Zaher Elsayed; Mohamed M. Rashwan; Hesham Mohamed Diab; Ali Mohamed Abdallah; Abeer Mohamed Nageeb Mohamed. "EFFECT OF FIBERS TYPE ON FLEXURAL BEHAVIOR OF HIGH PERFORMANCE CONCRETE BEAMS UNDER REPEATED LOAD". test, 41, No 6, 2013, 2103-2125. doi: 10.21608/jesaun.2013.114950
Elsayed, A., Rashwan, M., Diab, H., Abdallah, A., Mohamed, A. (2013). 'EFFECT OF FIBERS TYPE ON FLEXURAL BEHAVIOR OF HIGH PERFORMANCE CONCRETE BEAMS UNDER REPEATED LOAD', test, 41(No 6), pp. 2103-2125. doi: 10.21608/jesaun.2013.114950
Elsayed, A., Rashwan, M., Diab, H., Abdallah, A., Mohamed, A. EFFECT OF FIBERS TYPE ON FLEXURAL BEHAVIOR OF HIGH PERFORMANCE CONCRETE BEAMS UNDER REPEATED LOAD. test, 2013; 41(No 6): 2103-2125. doi: 10.21608/jesaun.2013.114950

EFFECT OF FIBERS TYPE ON FLEXURAL BEHAVIOR OF HIGH PERFORMANCE CONCRETE BEAMS UNDER REPEATED LOAD

JES. Journal of Engineering Sciences
Article 6, Volume 41, No 6, November and December 2013, Pages 2103-2125    PDF (870.7 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2013.114950
Authors
Aly Abdel Zaher Elsayed1; Mohamed M. Rashwan1; Hesham Mohamed Diab1; Ali Mohamed Abdallah2; Abeer Mohamed Nageeb Mohamed* 3
1Civil Engineering Department, Faculty of Engineering, Assiut University, Assiut, Egypt.
2Civil Engineering Department, Faculty of Engineering, Kafrelsheikh University.
3Civil Engineer, Assiut University, 2008.
Abstract
The need of high performance concrete HPC is increasing in the recent years. This material becomes necessary, but it is brittle. So, fibers are used to enhance mechanical properties of HPC. The enhanced properties include tensile strength, compressive strength, elastic modulus, crack resistance, crack control, durability, fatigue life, resistance to impact and abrasion, shrinkage, expansion, thermal characteristic, and fire resistance of concrete. The main objective of this research is to study the effect of using Harex, polypropylene and glass fibers on flexural behavior of High performance concrete beams under static and repeated loads.
Keywords
high performance concrete; beams; harex fiber; polypropylene fiber; glass fiber; static loading; repeated loading
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