基于正交试验法的粗粒土模糊集塑性硬化模型参数的敏感性分析
SENSITIVITY ANALYSIS OF THE FUZZYSET PLASTIC HARDENING MODEL PARAMETERS WITH ORTHOGONAL TEST METHOD
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摘要: 基于正交试验法, 本文对粗粒土模糊集塑性硬化模型的8个关键模型参数进行敏感性分析。采用美国CASE试验数据库中的试验数据, 以seid sand为例, 通过大量计算, 采用数理统计的相关理论, 获取参数的期望和方差, 经过比较, 对模型的关键参数进行敏感性排序。计算结果表明, 该研究方法可为模糊集塑性硬化模型参数的选取提供必要的参考, 同时也可应用于该模型的二次开发, 以减少其参数反演分析和筛选的工作量。Abstract: The eight key parametersof fuzzy setsplastic hardening model were used for the sensitivity analysis, which was based on the orthogonal test method. By using of the test data in U.S.CASE test database, such as seidsand, the expectation and variance of the parameters can be obtained after a lot of calculation and the adopting of mathematical statistics correlation theory. Through comparison, the key parameters have been sorted by sensitivity. The result shows that themethod provides necessary reference forthe selection of parameters of fuzzy setsplastic hardening model. Meanwhile, the method can be applied to the secondary development of the model in order to reduce workload in the process of parameters back analysis and screening.