This paper will be helpful to the further experimental researches and theoretic studies on the flexural behavior of steel-concrete simply supported composite beams.
根据本文的研究结果,可对钢-混凝土简支组合梁抗弯性能的进一步研究及理论分析提供参考。
参考来源 - 滑移影响下组合梁的挠度计算The main researches are as follows:First, experiments on the flexural behavior of concrete beams with bundled bars are carried out.
主要的研究工作有：(1) 进行了并筋梁的受弯性能试验研究。
参考来源 - 钢筋混凝土并筋受弯构件性能试验研究The influence of various parameters on the flexural behavior of beams prestressed with unbonded tendons under monotonic load is studied and significative conclusion is presented.
研究了单调荷载作用下,不同参数对无粘结预应力混凝土梁的弯曲性能的影响,并得出一些有意义的结论。
参考来源 - 无粘结预应力混凝土梁的非线性分析·2,447,543篇论文数据，部分数据来源于NoteExpress
The experiments show that PCSPs have excellent flexural behavior, stiffness and flexural capacity, which satisfy the requirements of codes.
试验研究表明，预应力混凝土夹芯板具有很好的抗弯性能，刚度和承载力均能满足规范要求。
The flexural behavior of the prestressed concrete continuous box girder with variable cross-sections is analyzed through a practical example.
结合实际箱梁算例，分析预应力混凝土变截面连续箱梁的挠曲性能。
Experiments were conducted to investigate the flexural behavior of 6 strengthened RC beams and 1 comparative RC beam under different types of loadings.
本文对6根用该工艺加固的钢筋混凝土梁和1根对比梁进行了受弯性能试验研究。
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