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吳禮華¹，史鐵花¹，高  日²
(1 中國建筑科學(xué)研究院，北京100013; 2 北京交通大學(xué)，北京100044)

[摘要] 介紹了中國、美國和英國三個國家規(guī)范（指南）中關(guān)于碳纖維復(fù)合材加固鋼筋混凝土梁的抗彎設(shè)計，著重比較了各個規(guī)范有關(guān)CFRP加固混凝土梁的正截面抗彎承載力計算的適用范圍、基本假定、設(shè)計原理、滯后應(yīng)變和破壞形式，并舉實例進一步分析其異同點。
[關(guān)鍵詞] CFR；抗彎承載力；中美英；破壞形式；滯后應(yīng)變

Flexural design codes comparison of RC beams strengthened by CFRP of China, American and British
Wu Lihua¹,  ShiTiehua¹,  Gao Ri²
(1 China Academy of Building Research, Beijing 100013, China; 2 Beijing Jiaotong University, Beijing 100044, China)

Abstract: A comparison of RC beams strengthened by CFRP flexural design codes of China, American and British was introduced, including the general restrictions, assumptions, design principles, existing strain of beam bottom before strengthening and failure modes of CFRP flexural strengthening for RC beams. In addition, an example to check the different of these codes was given.
Keywords: CFRP; flexural capacity; China,American and British; failure modes; existing strain