ultimate flexural capacity

基本解释

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。
The analysis shows that the evaluation of ultimate flexural capacity by simple plastic method is well coincided with the test results.
结果表明，按照简化塑性方法计算压型钢板组合梁截面在负弯矩作用下的抗弯承载力与试验结果吻合很好；
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。