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Volume 43 Issue 5
Dec.  2014
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Article Contents
Lu Hailu, Li Zheng, Tan Jun, Jin Xiaofei. THE WHOLE PROCESS CONSTRUCTION MECHANICAL ANALYSIS OF CONTAINMENT CYLINDER FOR NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 24-27,78. doi: 10.13204/j.gyjz201305005
Citation: Lu Hailu, Li Zheng, Tan Jun, Jin Xiaofei. THE WHOLE PROCESS CONSTRUCTION MECHANICAL ANALYSIS OF CONTAINMENT CYLINDER FOR NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 24-27,78. doi: 10.13204/j.gyjz201305005

THE WHOLE PROCESS CONSTRUCTION MECHANICAL ANALYSIS OF CONTAINMENT CYLINDER FOR NUCLEAR POWER PLANT

doi: 10.13204/j.gyjz201305005
  • Received Date: 2012-11-28
  • Publish Date: 2013-05-20
  • The containment which provides protection, sealing and other functions is an important component of third-generation nuclear power plants(European Pressurised Reactor, EPR).Based on a nuclear power plant project, by finite software ANSYS it was analyzed the effects of the following factors on structural mechanical behavior under construction, such as accumulation accuracy of liner installation, modular construction height, pouring concrete lateral pressure and wind loads etc.The maximum radial displacement of the liner and the maximum stress of containment were got;and the pouring concrete lateral pressure of the concrete had the greatest impact on the structure during the construction.In addition, the second-order effects must be taken into account in the simulation.For the nuclear shell cylinder structure, the key technologies and steps of the mesh division were also given, which provided a reference for future analysis of containment.
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  • 张铁军.反应堆厂房安全壳预应力施工技术[J].哈尔滨理工大学学报,2005,10(4):73-77.
    [2] 林松涛,张心斌.核电站混凝土安全壳中预应力的分布和损失[J].工业建筑,2002,32(7):28-29.
    [3] 孙造占,刘素娟,林松涛,等.预应力安全壳强度监测方法探讨[J].核科学与工程,2002,22(2):172-176.
    [4] 张心斌,林松涛.陈增元,等.先进核电厂安全壳结构模型试验研究[J].工业建筑,2001,31(9):33-35.
    [5] GB 500102010混凝土结构设计规范[S].
    [6] 刘鸿文,林建兴,曹曼玲.板壳理论[M].杭州:浙江大学出版社,1987.
    [7] 王新敏.工程结构数值分析[M].北京:人民交通出版社,2007.
    [8] 张新培.建筑结构可靠度分析与设计[M].北京:科学出版社,2001.
    [9] JGJ 1622008建筑施工模板安全技术规范[S].
    [10] GB 500092001(2006年版)建筑结构荷载规范[S].
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