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碳纤维布加固钢筋混凝土T型截面梁正截面抗弯承载力计算论文简介： Abstract: An analytical method for T-section R.C. beams strengthened with externally bonded carbon fiber reinforced plastic (CFRP) sheets was proposed according to different failure modes. At the same time, the effective strain of CFRP was advanced. Finally, the author put forward designed formulae based on the design code.
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