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In this study, finite element mesh size effect on load carrying capacity of the reinforced concrete beams has been investigated. The reinforced concrete beam, which has been analysed, has two rows tensile reinforcement without stirrups. The beam is subjected to concentrated load at midspan and its shear span to depth ratio (a/d) is 3.92. In this study, two(More)
An existing reinforced concrete (RC) members and/or structures may be damaged by chemical processes due to aggressive environment, excessive loading and poor initial design. Nowadays, lots of effective and simple strengthening methods have been available. These methods are bonding with steel plates or fiber reinforced polymer (FRP) sheets, external(More)
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