Axial and Flexural Performance of Discontinuously CFRP Strengthened Circularized and Square RC Columns
نویسندگان
چکیده
Abstract This study aims to evaluate the effect of cross-section modification on performance square reinforced concrete (SRC) columns discontinuously strengthened with CFRP bands. In line this research aim, SRC under eccentric and concentric compression was compared that circularized RC (CSRC) columns. Six 800 mm height including three 150 side length CSRC 212 diameter were prepared tested. The test results revealed achieved a substantial enhancement strength deformation by applying before strengthening discontinuous It also found received improvement considerable
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ژورنال
عنوان ژورنال: IOP conference series
سال: 2023
ISSN: ['1757-899X', '1757-8981']
DOI: https://doi.org/10.1088/1757-899x/1289/1/012027