Deflection Of Reinforced Concrete Beam Cfrp Bar With U-Wrap Cfrp Sheet as Shear Reinforcement

نویسندگان

چکیده

The purpose of this study was to understand the deflection behavior reinforced concrete beams using GFRP bar as flexural reinforcement and sheet shear reinforcement. tested with dimensions span length were 3000 mm, width 150 mm height 250 quality f'c.25 MPa. use 3D13 U-wrap 50 wide a distance 100 mm. is only installed in spans. beam loaded two concentrated loads monotonically until it collapses. test results show that loaddeflection relationship external shows linear curve patterns. analysis ACI-440.1R-06 approximation equation can be used accurately predict middle from sheet.

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ژورنال

عنوان ژورنال: E3S web of conferences

سال: 2021

ISSN: ['2555-0403', '2267-1242']

DOI: https://doi.org/10.1051/e3sconf/202132810012