Project/Area Number |
62550078
|
Research Category |
Grant-in-Aid for General Scientific Research (C)
|
Allocation Type | Single-year Grants |
Research Field |
材料力学
|
Research Institution | Kagawa University |
Principal Investigator |
ISHIKAWA Hiroshi Faculty of Economics, Kagawa University; Professor, 経済学部, 教授 (60026200)
|
Project Period (FY) |
1987 – 1988
|
Project Status |
Completed (Fiscal Year 1988)
|
Budget Amount *help |
¥1,800,000 (Direct Cost: ¥1,800,000)
Fiscal Year 1988: ¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 1987: ¥1,000,000 (Direct Cost: ¥1,000,000)
|
Keywords | Reliability-based fatigue-proof design / Fatigue life distribution / Reliability / Statistical failure probability / Optimum sample size / Log-normal distribution / Weibull distribution / 母数推定量 / 破壊確率 / 最適試験片数の決定法 / 設計寿命 |
Research Abstract |
The fatigue strength or life of a structural component is of indeterministic nature, and the parameter estimation of its distribution is usually performed on the basis of only a limited number of experimental data which would, of course, vary from sample to sample. Therefore the failure probability during a given service period of a structural component under service loading which is evaluated by use of such parameter estimates has first been modelled as a statistics based upon the assumption that fatigue life under constant stress amplitude follows a log-normal distribution. Then, a simple but important reliability-based fatigue-proof design principle is introduced which requires that a value samller than a proscribed allowable value for the failure probability be correct with a prescribed reliability. Further, the relationship among allowable faiure probability, confidence or reliability level and sample size is considered in detail. Finally, the procedure has been established of how to determine the optimum sample size of the fatigue experiment in order to meet the design requirement where reliability plays an important role. In referance to wide applicability of a Weibull distribution as a statistical life model, the parameter-free statistics of the estimators of its shape and scale parameters have been discussed and their statistical properties have been clarified with the aid of Monte-Carlo simulation techniques.
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