Mechanical Properties of UHPC with Hybrid Fibers | ||||
Port-Said Engineering Research Journal | ||||
Article 12, Volume 18, Issue 1, March 2014, Page 106-113 PDF (1.33 MB) | ||||
Document Type: Original Article | ||||
DOI: 10.21608/pserj.2014.46805 | ||||
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Authors | ||||
Rasha kilany1; Kamal Sharobim2; Nourallah Hussien3 | ||||
1Civil Engineering Department, Faculty of Engineering, Port Said University, Port said, Egypt | ||||
2Prof. of Civil Engineering Department, Faculty of Engineering, Suez Canal University, Ismailia, Egypt | ||||
3Civil Engineering Department, Faculty of Engineering, Port Said University, Port Said, Egypt | ||||
Abstract | ||||
The effect of steel, and hybrid fiber contents are studied on the mechanical properties of the new generation Ultra High Performance Concrete (UHPC) produced by available local materials. According to the curing condition and fiber content; the compressive strength, flexural strength, and tensile strength reach 175 MPa, 21.35 MPa, and 12.5 MPa respectively. Based on the data of testing, an optimized concrete mix proportion compressive strength of more than 150 MPa is proposed. | ||||
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