And the method for calculating the normal section flexural load-bearing capacity is proposed, which can meet the Chinese engineering requirements. Additionally, the stiffness and crack performance of the above tested beams are analyzed.
在此基础上本文分析了碳纤维加固梁剥离破坏的机理，提出了正截面受弯承载力的计算方法，同时对使用荷载下碳纤维加固梁的裂缝、变形性能及其验算方法进行了试验及分析研究。
参考来源 - 碳纤维布加固钢筋混凝土梁静载性能研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexural load-bearing capacity.
通过实际算例同其他公式相比较分析，给出了一种实用方便的正截面极限承载力验算公式。
The initial load is hardly influence the flexural bearing capacity of CFRP-strengthened RC beams.
梁所承受的荷载的大小对加固后梁的抗弯承载力影响不大。
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