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随机模型参数不确定时结构失效概率的区间估计 被引量:2

Interval Estimation of Failure Probability of Structures In UncertainParameters of Stochastic Model
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摘要 在缺乏足够数据或信息不完整的情况下,给出失效概率的界限,比给出一确定的单值具有更高的可信度。本文用区间变量描述随机可靠性模型参数的不确定性,提出了考虑随机模型分布参数不确定性时,机械结构失效概率的区间估计方法。实际算例表明:结构的失效概率对随机模型参数的偏差非常敏感。说明在进行可靠性建模时,对模型的可靠性必须给予足够的重视。 Uncertainties present everywhere in the physical and mathematical models. In most cases, it is difficult to describe the performance of systems using a precisely single number. But it is easy to describe the condition by using a range or an interval to represent it. In the reliability computation, when insufficient accurate data are available or the information is incomplete, a range representation of probability of failure may be more confident than the representation by a single number. In this paper, uncertainties of the parameters of stochastic model of reliability are described by intervals. A procedure is presented for the interval estimation of failure probability of mechanical structures when the distribution parameters are uncertain. It is shown by a numerical example that the probability of failure may be very sensitive to the possible errors of stochastic model. So enough attention must be paid to the reliability of stochastic modeling.
出处 《空军工程大学学报(自然科学版)》 CSCD 2003年第2期84-86,共3页 Journal of Air Force Engineering University(Natural Science Edition)
关键词 随机模型 失效概率 区间变量 结构可靠性 stochastic model probability of failure interval variable, structural reliability
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参考文献6

  • 1Ben - Haim Y, Elishakoff I. Convex Models of Uncertainty in Applied Mechanics [ M]. Amsterdam: Elsevier Science, 1990.
  • 2Elishakoff I. Essay on uncertainties in elastic and viscoelastic structures: from A. M. Freudenthals criticisms to modern convex modeling [ J]. Computers & Structures, 1995,56(6) :871 -895.
  • 3Ben- Haim Y. A non - probabilistic concept of reliability [J]. Structural Safety, 1994,14(4):227-245.
  • 4Ben-Haim Y. Robust Reliability in the Mechanical Sciences [M]. Berlin: Springer- Verlag, 1996.
  • 5Cui W, Blockley D I. On the bounds for strucazral system reliability [ J ]. Structural Safety, 1991,9(4) :247 - 259.
  • 6Sarveswaran V, Smith J W, Blockley D I. Reliability of corrosion - damaged steel structures using interval probability theory[J]. Structural Safety, 1998, 20(3) : 237 -255.

同被引文献11

  • 1D Givoli, I Elishakoff. Stress concentration at a nearly circular hole with uncertain irregularities, 1987, 40 (3) : 309 - 328.
  • 2Ben-Haim Y. A non-probabilistic concept of reliability [J]. Structural Salty, 1994, 14 (4) : 227 -245.
  • 3I Elishakoff. Essay on uncertainties in elastic and viscoelastic structures: from A. M. Freudental, s criticisms to modern convex modeling [ J]. Computers & Structures, 1995, 56 (6): 871-895.
  • 4R E Moore. Interval Analysis, Englewood Cliffs [ M]. New York: Prentice-Hall, Inc., 1966.
  • 5中华人民共和国交通部.GB/T 50283-1999公路工程结构可靠度设计统一标准[S].北京:中国计划出版社,1999.
  • 6Freudenthal A M.The safety of structures[J].Trans,ASCE,1947,112:3-9.
  • 7Cornell CA.A probability-based code[J].ACI Structural Journal,1969,66(12):20-32.
  • 8Rackwitz R,Fiessler B.Structural reliability under combined Random load sequences[J].J Computers & Structures,1978(9):58-69.
  • 9Ellishakoff I.Essay on uncertainties in elastic and viscoelastic structures:from A M Freudenthals criticisms to modern convex modeling[J].J Computers & Structures,1995,56(6):871-895.
  • 10Ben-Haim Y.A non-probabilistic concept of reliability[J].Structural safety,1994,14(4):227-245.

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