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81.
提出一种基于节点状态演化级联失效模型的节点重要度评估和网络脆弱性分析方法。故障传递演化的内在机理是基础复杂网络变得脆弱的根源。在负载网络级联失效模型的基础上,提出一种能够实时跟踪节点负载状态,继而根据节点状态来重分配节点负载的重分配模型。提出基于节点状态演化的节点重要性评估和网络结构脆弱性分析方法,通过脆弱性分析结果找出网络的健壮性参数,并对此节点重要性评估方法进行失效分析。通过仿真实验验证方法的有效性。 相似文献
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研究了用静态试验评价无线电引信质量性能的方法。分析了静态试验项目、样本量的确定,建立了各组件失效与引信失效的对应关系,提出了通过组件的失效信息计算引信失效率的方法。 相似文献
85.
本文用生存分析方法,对坦克分段寿命试验进行了统计分析,并从理论上说明了坦克分段寿命试验的合理性. 相似文献
86.
There has been much research on the general failure model recently. In the general failure model, when the unit fails at its age t, Type I failure (minor failure) occurs with probability 1 ? p(t) and Type II failure (catastrophic failure) occurs with probability p(t). In the previous research, some specific shapes (constant, non‐decreasing, or bathtub‐shape) on the probability function p(t) are assumed. In this article, general results on some probability functions are obtained and applied to study the shapes of p(t). The results are also applied to determining the optimal inspection and allocation policies in maintenance problems. © 2006 Wiley Periodicals, Inc. Naval Research Logistics, 2007 相似文献
87.
韦灼彬 《海军工程大学学报》2007,19(6):45-49
以梁端腹板的扇形孔形状为主要参数,进行了4个足尺钢框架梁柱焊接节点往复加载下的破坏试验。通过对弯矩—塑性转角和弯矩—累积塑性变形倍率试验曲线对比分析表明,扇形孔是节点变形能力和破坏形式的主要影响因素。改进扇形孔构造是一种有效措施,既可提高节点的抗震性能,又能保持制作工艺与传统节点基本相同。 相似文献
88.
Cylindrical specimens are commonly used in Split Hopkinson pressure bar (SHPB) tests to study the uniaxial dynamic properties of concrete-like materials.In recent years,true tri-axial SHPB equipment has also been developed or is under development to investigate the material dynamic properties under tri-axial impact loads.For such tests,cubic specimens are needed.It is well understood that static material strength obtained from cylinder and cube specimens are different.Conversion factors are obtained and adopted in some guidelines to convert the material strength obtained from the two types of specimens.Previous uniaxial impact tests have also demonstrated that the failure mode and the strain rate effect of cubic specimens are very different from that of cylindrical ones.However,the mechanical background of these findings is unclear.As an extension of the previous laboratory study,this study performs numerical SHPB tests of cubic and cylindrical concrete specimens subjected to uniaxial impact load with the validated numerical model.The stress states of cubic specimens in relation to its failure mode under different strain rates is analyzed and compared with cylindrical specimens.The detailed analyses of the numerical simulation results show that the lateral inertial confinement of the cylindrical specimen is higher than that of the cubic specimen under the same strain rates.For cubic specimen,the corners are more severely damaged because of the lower lateral confinement and the occurrence of the tensile radial stress which is not observed in cylindrical specimens.These results explain why the dynamic material strengths obtained from the two types of specimens are different and are strain rate dependent.Based on the simulation results,an empirical formula of conversion factor as a function of strain rate is proposed,which supplements the traditional conversion factor for quasi-static material strength.It can be used for transforming the dynamic compressive strength from cylinders to cubes obtained from impact tests at different strain rates. 相似文献
89.
针对舰用锅炉现用硅酸铝质耐火纤维材料,采用晶相显微分析、X 射线衍射分析(XRD)和激光粒度分析(LMS)等现代材料分析手段对其失效模式和失效机理进行了研究分析,研究结果为新型耐火材料的研制或改进提供了重要依据. 相似文献
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