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钢—混双面结合梁负弯矩区抗弯强度计算探讨
Calculation of the Negative Bending Moment Strength of the Double Continuous Composite Beams
【摘要】 对钢—混双面结合连续梁负弯矩区抗弯强度进行了研究,并对梁截面塑性中和轴位于钢梁腹板、钢梁受压翼缘及混凝土受压翼缘的几种可能出现情况,分别推导得到了负弯矩区抗弯强度计算公式。初步了解和认识了这种新型结构的性能,有利于研究工作的进一步展开。
【Abstract】 The double continuous composite beam is a new system, which is different from other structures such as the concrete, steel or composite structures. Besides the concrete roadway slab, there is also a concrete bottom slab at the haunches over the main piers. In this paper, the authors analyze its bending strength of the zone, which is subject to negative moment. A preliminary insight into the mechanical behavior of this system is gained. And this will help further research.
【关键词】 钢—混双面结合连续梁;
负弯矩区;
抗弯强度;
【Key words】 double continuous steel-concrete composite beam; negative bending moment; bending strength;
【Key words】 double continuous steel-concrete composite beam; negative bending moment; bending strength;
- 【文献出处】 国防交通工程与技术 ,Traffic Engineering and Technology for National Defence , 编辑部邮箱 ,2005年04期
- 【分类号】TU398.9
- 【被引频次】13
- 【下载频次】104