科研之友
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摘要
The moment curvature relationship of the fiber reinforced polymer (FRP) reinforced concrete beams is analyzed based on the traditional “plane sections remain plane” assumption (the Bernoulli’s principle) in steel reinforced concrete beam theory. The variations of the ultimate moment and curvature versus the FRP ratio of FRP reinforced concrete beams are also calculated. The results show that the analyzing and designing methods for steel reinforced concrete structures could not be used in calculation of FRP...
- 出版日期2000-11
- 单位西安交通大学
