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两种结构非概率可靠性指标的比较研究 被引量:2

Comparsion Analysis on the Two Structural Non-probabilistic Reliability Indices
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摘要 结构非概率可靠性模型通常采用非概率可靠性指标来度量可靠性。文中对结构非概率可靠性指标的两种定义,即结构功能函数的均值与离差之比及标准化区间变量空间原点到失效面的最短距离进行了研究。研究结果表明:1)当结构功能函数为线性函数时,两种定义具有一致性。2)当结构功能函数为非线性函数时,前者度量结构可靠性存在一定偏差,而后者可以准确度量结构可靠性。3)前者依赖于结构功能函数的表达形式,而后者则与结构功能函数的表达形式无关。实例分析验证了文中结论。 In structural non-probabilistic reliability model, structure reliability is typically measured by non-proba- bilistic reliability index. In this paper, two definitions of structural non-probabilistic reliability index are investiga- ted, which are the ratio of mean value to deviation of structural performance function and the minimum distance from the origin to the failure surface in normal interval variables space. The results show that: 1 ) when the struc- tural function is a linear function, the consistency of the two definitions is proved. 2) when the structure function is a nonlinear function, there are slight deviation in measuring structural reliability using the former definition, where- as no deviation using the latter one. 3 ) the former definition depends on the expression form of structural perform- ance function, but the latter one does not. The conclusions are verified by two examples.
出处 《机械科学与技术》 CSCD 北大核心 2012年第10期1569-1572,共4页 Mechanical Science and Technology for Aerospace Engineering
基金 教育部留学回国人员实验室基金项目(030401) 陕西省教育厅科研计划资助项目(2010JK672) 西安科技大学科研培育基金项目(2010026)资助
关键词 结构可靠性 非概率可靠性 可靠性指标 structural reliability non-probabilistic reliability reliability index
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  • 1曹鸿钧,段宝岩.基于凸集合模型的非概率可靠性研究[J].计算力学学报,2005,22(5):546-549. 被引量:67
  • 2王晓军,邱志平,武哲.结构非概率集合可靠性模型[J].力学学报,2007,39(5):641-646. 被引量:67
  • 3Steve Nas.欠平衡钻井技术[M].北京:石油工业出版社,2009.
  • 4Abdul Ranman F, Varuttamaseni A, Kintner-Meyer M, et al. Ap- plication of fault tree analysis for customer reliability assessment of a distribution power system [ J ]. Reliability Engineering System Safety,2014,111 (5) :76 -85.
  • 5Jun L, Huibin X. Reliability Analysis of Aircraft Equipment Based on FMECA Method [ J]. Physics Procedia, 2012,25 ( 3 ) : 1816 - 1822.
  • 6Kartal ME, Bayraktar A. Nonlinear finite element reliability analysis of Concrete-Faced Rockfill (CFR) dams under static effects [ J ]. Ap- plied Mathematical Modelling, 2012,36(3):5229-5248.
  • 7Kumar M, Yadav SP. The weakest t-norm based intuitionistic fuzzy fauh-tree analysis to evaluate system reliability [ J ]. ISA Trans, 2012,51 (4) :531 - 538.
  • 8Lee YJ, Song J. Finite-element-based system reliability analysis of fatigate-induced sequential failures [ J ]. Reliability Engineering System Safety, 2012,108(2) :131 - 141.
  • 9Purba JH. A fuzzy-based reliability approach to evaluate basic events of fault tree analysis for nuclear power plant probabilistic safety assess- ment[J]. Annals of Nuclear Energy, 2014,70(6) :21 -29.
  • 10Volkanovski A, Cepin M. Implication of PSA uncertainties on risk- informed decision making [ J ]. Nuclear Engineering and Design, 2011,241 (3) :1108 -1113.

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