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坝内孔口结构的微混凝土结构模型试验
引用本文:吴文清,叶见曙,胡成,方诗圣. 坝内孔口结构的微混凝土结构模型试验[J]. 东南大学学报(自然科学版), 2000, 30(6): 92-97
作者姓名:吴文清  叶见曙  胡成  方诗圣
作者单位:东南大学交通学院,南京 210096;合肥工业大学土木系,合肥 230009
摘    要:基于钢筋混凝土模型试验理论,对大坝内泄水孔的孔口结构受力性能进行了微混凝土模型试验,证明此类大体积混凝土结构按应力图形进行配筋是可靠的。与混凝土原型结构试验成果相对比,说明了微混凝土结构模型试验技术是可行的。

关 键 词:微混凝土  模型试验  孔口结构  配筋

Microconcrete Structural Model Test on the Outlet-Structure Inside the Dam
Wu Wenqing,Ye Jianshu,HU Cheng,Fang Shisheng. Microconcrete Structural Model Test on the Outlet-Structure Inside the Dam[J]. Journal of Southeast University(Natural Science Edition), 2000, 30(6): 92-97
Authors:Wu Wenqing  Ye Jianshu  HU Cheng  Fang Shisheng
Abstract:Based on the theory of non elastic model test of reinforced concrete, the load resistance behavior of the dam outlet structure was tested by modeling of microconcrete structure,the outcome of experiment shows that the reliability of the kind of mass concrete structure being reinforced on the stress diagram, and shows that the microconcrete modeling technique workable to simulate the load resistance behavior of the prototype.
Keywords:microconcrte  model test  outlet structure  reinforcement
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