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再生粗骨料钢筋混凝土梁短期刚度研究
引用本文:杨桂新,吴瑾,叶强. 再生粗骨料钢筋混凝土梁短期刚度研究[J]. 土木工程学报, 2010, 0(2)
作者姓名:杨桂新  吴瑾  叶强
作者单位:南京航空航天大学;
基金项目:国家高新技术研究发展计划(863)2009AA032301
摘    要:对27根再生混凝土梁和3根普通混凝土梁进行正截面弯曲性能试验,研究再生混凝土梁短期刚度及其计算方法。试验结果表明,相同条件下再生混凝土梁跨中挠度比普通混凝土梁跨中挠度大11%左右。参考普通混凝土梁,根据试验结果回归出再生混凝土梁内力臂系数、截面弹塑性抵抗矩系数以及不均匀系数表达式,从而得出再生混凝土梁短期刚度的计算式。通过收集国内外再生混凝土梁试验结果对本文刚度公式进行验证,两者吻合较好。

关 键 词:再生混凝土    短期刚度  挠度  

Study on short term stiffness of reinforced concrete beams with recycled coarse aggregates
Yang Guixin Wu Jin Ye Qiang. Study on short term stiffness of reinforced concrete beams with recycled coarse aggregates[J]. China Civil Engineering Journal, 2010, 0(2)
Authors:Yang Guixin Wu Jin Ye Qiang
Affiliation:Yang Guixin Wu Jin Ye Qiang(Nanjing University of Aeronautics , Astronautics,Nangjing 210016,China)
Abstract:The flexural properties of 27 reinforced concrete beams with recycled aggregates and 3 reinforced concrete beams with ordinary aggregates are experimentally investigated. The calculation method for the stiffness of reinforced concrete beams with recycled aggregates is studied. The results show that the mid-span deflection of the concrete beams with recycled coarse aggregates is larger than that of the ordinary aggregate concrete beams by 11%,with other conditions identical. The internal force arm coefficien...
Keywords:recycled aggregate concrete  beam  short term stiffness  deflection  
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