ultimate flexural capacity

基本解釋

The Formula of ultimate flexural capacity is given according to Plastic Principle.
通過塑性鉸理論，推導(dǎo)了加固后梁的承載力計算公式。
The analysis shows that the evaluation of ultimate flexural capacity by simple plastic method is well coincided with the test results.
結(jié)果表明，按照簡化塑性方法計算壓型鋼板組合梁截面在負(fù)彎矩作用下的抗彎承載力與試驗結(jié)果吻合很好；
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.
研究了體外預(yù)應(yīng)力鋼-混凝土組合梁在承載能力極限狀態(tài)下的抗彎承載能力，提出了相應(yīng)的計算公式。