[1]吴文清,叶见曙,胡成,等.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.[doi:10.3969/j.issn.1001-0505.2000.06.020]
 Wu Wenqing,Ye Jianshu,Hu Cheng,et al.Microconcrete Structural Model Test on the Outlet-Structure Inside the Dam[J].Journal of Southeast University (Natural Science Edition),2000,30(6):92-97.[doi:10.3969/j.issn.1001-0505.2000.06.020]
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坝内孔口结构的微混凝土结构模型试验()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
30
期数:
2000年第6期
页码:
92-97
栏目:
土木工程
出版日期:
2000-11-20

文章信息/Info

Title:
Microconcrete Structural Model Test on the Outlet-Structure Inside the Dam
作者:
吴文清1 叶见曙1 胡成1 方诗圣2
1 东南大学交通学院,南京 210096; 2 合肥工业大学土木系,合肥 230009
Author(s):
Wu Wenqing1 Ye Jianshu1 Hu Cheng2 Fang Shisheng2
1 College of Traffic and Transportation Engineering, Southeast University, Nanjing 210096
2 Civil Department, Hefei University of Technologe, Hefei 230009
关键词:
微混凝土 模型试验 孔口结构 配筋
Keywords:
microconcrte model test outlet-structure reinforcement
分类号:
TU317
DOI:
10.3969/j.issn.1001-0505.2000.06.020
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.
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.

参考文献/References:

[1] 哈里斯H G,萨布尼斯G M,怀特R N.结构模型和试验技术.朱世杰等译.北京:中国铁道出版社,1989.120~198
[2] 武汉水利电力学院建筑工程系.大体积混凝土圆孔结构的非线性应力分析和试验研究.北京:中国水利电力出版社,1987.15~50
[3] 胡建明.钢筋混凝土宽翼缘T形截面连续梁的微混凝土模型试验及其弹塑性分析:[学位论文].合肥:合肥工业大学土木系,1987
[4] 方诗圣,胡成,吴文清.微混凝土模型材料基本性能试验研究.合肥工业大学学报,1999,22(5):76~79
[5] 吴毓熙.应用弹性力学.上海:同济大学出版社,1989.76~80

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备注/Memo

备注/Memo:
第一作者:男, 1964年生, 博士研究生,副教授.
更新日期/Last Update: 2000-11-20