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体外预应力混凝土梁挠度分析
THE DEFLECTION CALCULATION OF EXTERNALLY PRESTRESSED CONCRETE BEAM
【摘要】 对国内外体外预应力混凝土梁挠度的计算方法进行了总结与分析 ,已有计算方法考虑预应力增量及二次影响仅限于短期挠度计算。进一步的分析表明 ,体外预应力受弯构件挠度计算还需要考虑材料的非线性、混凝土收缩和徐变、高温等因素及各因素之间的相互影响
【Abstract】 The deflection calculation methods of externally prestressed concrete beam both home and abroad are reviewed.The existing methods have considered tendon stress increase and second\|order effect,but limited to short\|term deflection calculation.Further analysis indicate that other factors such as material non\|linear,concrete shrinkage and creep,high temperature performance,as well as the interaction among these factors,should also be considered.
【关键词】 体外预应力;
挠度;
应力增量;
二次影响;
收缩和徐变;
【Key words】 external prestressing deflection\ stress increment\ second\|order effect\ shrinkage and creep;
【Key words】 external prestressing deflection\ stress increment\ second\|order effect\ shrinkage and creep;
【基金】 建设部《建筑结构体外预应力加固技术规程》规范编制的研究项目
- 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2004年07期
- 【分类号】TU378
- 【被引频次】35
- 【下载频次】416