Flexural Load-Carrying Capacity and Failure Mechanism of RC Beams with Low Effective Depth under Running Wheel-Load
نویسندگان
چکیده
منابع مشابه
Effect of Shear Resistance on Flexural Debonding Load-Carrying Capacity of RC Beams Strengthened with Externally Bonded FRP Composites
Debonding failure is the main failure mode in flexurally strengthened reinforced concrete beams by externally bonded or near surface mounted fibre reinforced polymer (FRP) composites. It is believed that FRP debonding will be initiated if the shear stress on the concrete-FRP interface reaches the tensile strength of concrete. However, it was found through experimental and analytical studies tha...
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ژورنال
عنوان ژورنال: Journal of the Society of Materials Science, Japan
سال: 2001
ISSN: 1880-7488,0514-5163
DOI: 10.2472/jsms.50.9appendix_186