ultimate flexural capacity

According to the section temperature field distribution of the the whole heating process, derived the normal cross section ultimate flexural bearing capacity calculation formula of the simply supported prestressed steel reinforced concrete beam under high temperature.

3根据升温全过程构件截面温度场的分布，推导高温下预应力型钢混凝土简支梁的正截面极限抗弯承载力计算公式。

calculating formula and experiment study on ultimate flexural capacity of external prestressed composite steel- concrete beams

体外预应力钢-混凝土组合梁抗弯承载能力计算公式及试验研究

calculation method and ultimate flexural capacity of concrete beam reinforced with frp rods

FRP筋混凝土梁正截面极限抗弯承载力的性能研究

Meantime, combined the flexural carrying capacity ultimate state characteristic of concrete thin-walled box girder, when the strain of longitudinal steel at tensile region firstly arrives at 0.01, the ultimate flexural capacity calculated formula and designed formula of concrete thin-walled box girder has been obtained.

同时，结合混凝土薄壁箱梁抗弯承载力极限状态下的特点&以受拉区钢筋应变达到0.01为标志，推导得出了混凝土薄壁箱梁抗弯极限承载力计算公式和设计公式。

the calculation method of the ultimate flexural capacity of rc structure member strengthened with cfrp

CFRP加固钢筋混凝土受弯构件正截面承载力的一种计算方法

the formula of ultimate flexural capacity is given according to plastic principle. an experiment is carried out.

通过塑性校理论，推导了加固后梁的承载力公式，并进行了试验的验证。