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;
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 proved that the method to calculate the ultimate flexural capacity was effective. so it can be applied in project for reference.
理论计算结果与试验结果吻合较好,证明所提出的计算方法是可行的,可供工程参考使用。
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。
experiments have been conducted on the ultimate flexural capacity in composite steel -concrete beams with external post - tensioning tendons.