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全级配混凝土动态特性试验研究综述 被引量:2

Review of Dynamic Characteristics Experiment on Complete Grading Concrete
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摘要 全级配混凝土材料动态性能试验研究对高拱坝抗震安全设计具有重要意义,阐述了全级配混凝土动态特性试验研究现状,概述了全级配混凝土动态强度在不同荷载条件下的变化规律,介绍了当前全级配混凝土动态特性研究试验设备和测量方法及15MN大型动态材料试验机的硬件系统和软件系统,探讨了全级配混凝土材料动态性能试验的研究发展趋势。 Experimental study of complete grading concrete in dynamic states is very important for aseismic safety design of the high arch dam. The current situation of dynamic characteristics experiment on complete grading concrete is reviewed. And the change law of dynamic strength of complete grading concrete under different loading conditions is out- lined. Then the test equipments and measurement method are summarized. Finally, 15 MN large scale dynamic material test system is introduced particularly and the development trend of dynamic characteristics experiment on complete grading concrete is discussed.
作者 李春雷 胡晓
出处 《水电能源科学》 北大核心 2012年第1期149-152,共4页 Water Resources and Power
基金 国家自然科学基金资助项目(51079164) 中国水利水电科学研究院科研专项基金资助项目(KJ1109)
关键词 全级配混凝土 试验研究 高拱坝 动态特性 材料试验机 complete grading concrete experimental study high arch dam dyiaamic characteristic material test machine
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参考文献13

  • 1杨令强.高拱坝破坏分析研究综述[J].水电能源科学,2007,25(2):35-38. 被引量:11
  • 2林皋,陈健云.混凝土大坝的抗震安全评价[J].水利学报,2001,32(2):8-15. 被引量:51
  • 3陆建民,黄书秦,梁正平.全级配混凝土试件拉伸极限应变的统计分析[J].河海大学学报(自然科学版),1998,26(1):99-102. 被引量:2
  • 4Abrmas D A. Effeet of Rate of Application of Load on the Compressive Strength of Concrete[A]. Proc. 20th Annu. Meeting, ASTM[C]. West Consho- hoeken,Pa. , 1917 : 366-374.
  • 5美国垦务局.混凝土拱坝和重力坝设计规则[EB/OL]. http://www, jwhr. com/2gskyww/rootfiles/ 2011/07/19/13106364938 53005-13106364649 3855509. pdf.
  • 6Raphael J M. Tensile Strength of Concrete[J]. ACI Journal, 1984,81 (2) : 158-165.
  • 7Hatano T,Tsutsumi H. Dynamic Compressive De- formation and Failure of Concrete under Earthquake Load[R]. Technical Laboratory of the Central Re- search Institute of Electric Power Industry, 1959.
  • 8Hatano T. Relations between Strength of Failure, Strain Ability,Elastic Modeulus and Failure time of Concretes[R]. Technical Laboratory of the Central Research Institute of Electric Power Indusry,1960.
  • 9David W H, Caroline E M, Timothy P D. Dynamic Properties of Mass Concrete Obtained from Dam Cores [J]. ACI Material Journal, 2000,97 (3) : 290-296.
  • 10计家荣.高强度大体积混凝土材料特性研究[J].水力发电,1998,24(3):17-20. 被引量:6

二级参考文献33

  • 1钱济成,周建方.混凝土的两种损伤模型及其应用[J].河海大学学报(自然科学版),1989,17(3):40-47. 被引量:58
  • 2周继凯,吴胜兴,赵丽红,陈厚群.不同模量的全级配混凝土静动态特性试验研究[J].河海大学学报(自然科学版),2005,33(1):94-98. 被引量:3
  • 3李静.高拱坝的地震应力及应力控制标准的研究[M].大连:大连理工大学,1999..
  • 4WU Sheng-xing,ZHOU Ji-kai, SHEN De-jian, et al. Flexural-tensile testing of fully-graded concrete in static and dynamic states for higharch dam[C]//MARTIN W, REN Qing-wen, TAN J S Y. Proceedings of the 4th International Conference on Dam Engineering, New Developments in Dam Engineering. London: Taylor & Francis Group Plc, 2004: 961-968.
  • 5ZHOU Ji-kai, WU Sheng-xing, ZHAN Chen-hui, et al. Experimental study on fully-graded concrete aseismatic strength under different initial static loading[ C]//LIU Wei-qing, YUAN F G, PETER C. Proceedings of the Third International Conference on Earthquake Engineering.Beijing: Intellectual Property Publishing House, 2004:339-344.
  • 6WU Sheng-xing, SHEN De-jian, YAO Wu, et al. Experimental study on the acoustic emission characteristics of fully-graded concrete under static and dynamic loading[C]//LIU Wei-qing, YUAN F G, PETER C. Proceedings of the Third International Conference on Earthquake Engineering. Beijing: Intellectual Property Publishing House, 2004:491-495.
  • 7SHEN De-jian, SI Yong-feng, CUI Yan-wei, et al. Three-dimensional finite element analysis of dispersion effect in SHPB tests[C]//LIU Wei-qing,YUAN F G, PETER C. Proceedings of the Third International Conference on Earthquake Engineering. Beijing: Intellectual Property Publishing House, 2004: 388-392.
  • 8张思俊,结构安全度与可靠度分析论文集,1988年,17页
  • 9方开泰,统计分布,1987年,302页
  • 10李静,学位论文,1999年

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