Investigation of bending behavior of ultra high-performance concrete with steel and glass fiber polymer reinforcement
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Abstract (EN)
In this thesis, the behavior of beams produced with steel and glass fiber polymer reinforced ultra high performance concretes under bending effect was investigated. The compressive strength, flexural strength, modulus of elasticity of ultra high performance concrete were determined. Two different types of real-life beam samples were modeled. Steel fiber is used in the production of ultra high performance concrete. It has been observed that glass fiber polymer reinforced beams produced with ultra high performance concrete have reduced strength and fracture energy under bending compared to steel reinforced beams.
Author
Can Otuzbir
Institution
How to Cite
Can Otuzbir (Master Thesis). Investigation of bending behavior of ultra high-performance concrete with steel and glass fiber polymer reinforcement, 2020, Dokuz Eylül University.
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