THE BEHAVIOR OF CONCRETE COLUMNS REINFORCED WITH FRP BARS INSTEAD OF STEEL REBAR

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DANESH F.; BARADARAN N. B.

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Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2015 | Volume:47 | Issue:1 Page(s): 17-21

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Title

THE BEHAVIOR OF CONCRETE COLUMNS REINFORCED WITH FRP BARS INSTEAD OF STEEL REBAR

Author(s)

DANESH F. | BARADARAN N. B. | Issue Writer Certificate

Keywords

CONCRETE COLUMNQ2

FRP BAR RATIOQ2

COMPRESSIVE STRENGTH OF CONCRETEQ2

FLEXURAL CAPACITYQ2

FLEXIBILITYQ2

Abstract

Using FRP material, due to their excellent features like high strength to weight ratio, resistance to corrosion, convenience of transportation and installation, is developing rapidly. Using FRP bar instead of steel rebar significantly prevents corrosion in concrete members specifically for the seashore concrete structures.In this research, in order to investigate the benefits of replacing steel rebar with FRP bars in CONCRETE COLUMNs, some column specimens were modeled in finite element computer program and the effects of parameters like FRP BAR RATIO and COMPRESSIVE STRENGTH OF CONCRETE on the FLEXURAL CAPACITY and ductility of column were discussed. The investigations on the CONCRETE COLUMNs strengthened with CFRP bar and steel rebar, indicate that the FRP BAR RATIO is significantly less than the steel rebar ratio to achieve the acceptable strength.

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APA: Copy

DANESH, F., & BARADARAN N., B.. (2015). THE BEHAVIOR OF CONCRETE COLUMNS REINFORCED WITH FRP BARS INSTEAD OF STEEL REBAR. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 47(1), 17-21. SID. https://sid.ir/paper/358923/en

Vancouver: Copy

DANESH F., BARADARAN N. B.. THE BEHAVIOR OF CONCRETE COLUMNS REINFORCED WITH FRP BARS INSTEAD OF STEEL REBAR. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2015;47(1):17-21. Available from: https://sid.ir/paper/358923/en

IEEE: Copy

F. DANESH, and B. BARADARAN N., “THE BEHAVIOR OF CONCRETE COLUMNS REINFORCED WITH FRP BARS INSTEAD OF STEEL REBAR,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 47, no. 1, pp. 17–21, 2015, [Online]. Available: https://sid.ir/paper/358923/en

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