The Formula of ultimate flexural capacity is given according to Plastic Principle.
通过塑性铰理论，推导了加固后梁的承载力计算公式。
Experiments have been conducted on the ultimate flexural capacity in composite steel -concrete beams with external post - tensioning tendons.
本文对体外预应力钢一混凝土简支组合梁的抗弯承载能力进行了静载全过程试验研究。
Experiments have been conducted on the ultimate flexural capacity in composite steel - concrete beams with external post - tensioning tendons.
本文对体外预应力钢-混凝土简支组合梁的抗弯承载能力进行了静载全过程试验研究。
It is researched that the ultimate flexural capacity of external prestressed composite steel-concrete beams in ultimate limit state of carrying capacity, and the relevant formula are derived.
研究了体外预应力钢-混凝土组合梁在承载能力极限状态下的抗弯承载能力，提出了相应的计算公式。
Moreover, the influences of slip for deflection, elastic flexural capacity and ultimate flexural strength are researched, and corresponding formulas are inferred.
在此基础上研究了滑移对组合梁挠度、弹性抗弯强度及极限抗弯强度的影响，并建立起相应的计算公式。
The flexural ultimate bearing capacity of LRS are studied which can be used as reference to engineering practice.
阐明了格构增强型复合材料夹层结构的受弯极限承载能力。
The experimental results indicate: GFRP strengthening can effectively increase the out-of-plane flexural capacity and ductility of brick walls, namely, improving the ultimate load-carrying capacity.
由试验结果分析可知，采用GFRP对带壁柱砖墙进行加固，可以有效地提高砖墙的平面外抗弯能力和延性。
The experimental results indicate: GFRP strengthening can effectively increase the out-of-plane flexural capacity and ductility of brick walls, namely, improving the ultimate load-carrying capacity.
由试验结果分析可知，采用GFRP对带壁柱砖墙进行加固，可以有效地提高砖墙的平面外抗弯能力和延性。
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