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预应力混凝土叠合梁正常使用极限状态试验研究
Research on Ultimate-State of Prestressed Reinforced Concrete Composite Members Under Normal Service Conditions
【摘要】 基于本试验和目前国内全部预应力混凝土叠合梁正常使用阶段试验结果 ,探讨了预应力混凝土叠合梁在正常使用阶段的受力特征 ,提出了可用于正常使用极限状态控制的计算公式 ,并与普通预应力混凝土梁的相应计算形成统一理论体系
【Abstract】 Based on the results from the authors’ test and the nation’s test on the prestressed reinforced concrete composite members under normal service conditions, the paper discusses the mechanical properties of the prestressed reinforced concrete composite members under normal service conditions, and suggests a method used for the control of ultimate state under normal service conditions. A unified theoretical system fits both the composite beams and ordinary beams.
【关键词】 预加应力;
叠合梁;
正常使用;
裂缝宽度;
刚度;
【Key words】 prestress; composite beam; under normal service conditions; crack width; rigidity;
【Key words】 prestress; composite beam; under normal service conditions; crack width; rigidity;
【基金】 北方工业大学校科研基金资助项目
- 【文献出处】 北方工业大学学报 ,Journal of North China University of Technology , 编辑部邮箱 ,2001年03期
- 【分类号】TU378.2
- 【被引频次】2
- 【下载频次】134