DEFLECTION LIMIT EVALUATION OF CONCRETE BEAMS REINFORCED WITH GLASS FIBER-REINFORCED POLYMER BARS

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SHIRMARDI MOHAMMAD; MOHAMMADIZADEH MOHAMMAD REZA

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON RESEARCH IN SCIENCE AND TECHNOLOGY
Year:2016 | Issue:2

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Title

DEFLECTION LIMIT EVALUATION OF CONCRETE BEAMS REINFORCED WITH GLASS FIBER-REINFORCED POLYMER BARS

Author(s)

SHIRMARDI MOHAMMAD | MOHAMMADIZADEH MOHAMMAD REZA | Issue Writer Certificate

Keywords

RC BEAM

FRP REINFORCEMENT

FLEXURE

ABAQUS

Abstract

THE CORROSION OF STEEL REINFORCEMENT IN CONCRETE STRUCTURES IS ONE OF THE MAJOR CHALLENGES FACING THE CONSTRUCTION INDUSTRY. FIBER-REINFORCED POLYMER (FRP) BARS HAVE LOWER WEIGHT AND LOWER MODULUS OF ELASTICITY, BUT THEY USUALLY PROVIDE HIGHER TENSILE STRENGTH AND DURABILITY THAN STEEL. ON THE OTHER HAND, FRP HAS DISADVANTAGES, FOR INSTANCE: NO YIELDING BEFORE BRITTLE RUPTURE AND LOW TRANSVERSE STRENGTH. THEREFORE, THE RESPONSE OF CONCRETE BEAMS REINFORCED WITH FRP BARS NEED TO BE INVESTIGATED IN DETAILS TO EVALUATE THE AVAILABLE DESIGN EQUATIONS AND CONTROL LIMITS. THE CURRENT STUDY HAS INVESTIGATED THE FLEXURAL PERFORMANCE OF FRP REINFORCED CONCRETE (RC) BEAMS USING FINITE ELEMENT ANALYSIS. AFTER VALIDATING THE NUMERICAL MODEL AGAINST AVAILABLE TEST DATA FROM THE LITERATURE, A SERIES OF SIXTEEN FRP REINFORCED RC BEAMS HAS BEEN DEVELOPED AND ANALYZED IN ABAQUS SOFTWARE, TO INVESTIGATE THE BEAMS’ FLEXURAL RESPONSES IN FOUR NODE BENDING TEST. THE RESULTS FROM THE NUMERICAL ANALYSES ARE COMPARED WITH THE EQUATIONS PROPOSED BY ACI-440, CSA S806 AND ISIS GUIDELINE TO SEE CAPABILITY OF THE PROPOSED EQUATIONS IN ESTIMATING THE PERFORMANCE OF THE RC BEAMS. IT WAS FOUND THAT THE RESULTS CALCULATED BASED ON THE CANADIAN CODES EQUATIONS WERE MORE CONSERVATIVE THAN THE EQUATIONS PROPOSED BY THE ACI CODES FOR THE DEFLECTION OF FRP REINFORCED BEAMS.

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APA: Copy

SHIRMARDI, MOHAMMAD, & MOHAMMADIZADEH, MOHAMMAD REZA. (2016). DEFLECTION LIMIT EVALUATION OF CONCRETE BEAMS REINFORCED WITH GLASS FIBER-REINFORCED POLYMER BARS. INTERNATIONAL CONFERENCE ON RESEARCH IN SCIENCE AND TECHNOLOGY. SID. https://sid.ir/paper/929263/en

Vancouver: Copy

SHIRMARDI MOHAMMAD, MOHAMMADIZADEH MOHAMMAD REZA. DEFLECTION LIMIT EVALUATION OF CONCRETE BEAMS REINFORCED WITH GLASS FIBER-REINFORCED POLYMER BARS. 2016. Available from: https://sid.ir/paper/929263/en

IEEE: Copy

MOHAMMAD SHIRMARDI, and MOHAMMAD REZA MOHAMMADIZADEH, “DEFLECTION LIMIT EVALUATION OF CONCRETE BEAMS REINFORCED WITH GLASS FIBER-REINFORCED POLYMER BARS,” presented at the INTERNATIONAL CONFERENCE ON RESEARCH IN SCIENCE AND TECHNOLOGY. 2016, [Online]. Available: https://sid.ir/paper/929263/en

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