Elastic Rods and Shear Beams with Random Field Properties under Random Field Loads: Fractal and Hurst Effects

被引:8
作者
Shen, Lihua [1 ]
Ostoja-Starzewski, Martin [2 ,3 ]
Porcu, Emilio [4 ]
机构
[1] Capital Normal Univ, Dept Computat Math, Beijing, Peoples R China
[2] Univ Illinois, Dept Mech Sci & Engn, Inst Condensed Matter Theory, Urbana, IL 61801 USA
[3] Univ Illinois, Beckman Inst, Urbana, IL 61801 USA
[4] Univ Tecn Federico Santa Maria, Dept Math, Valparaiso 2360102, Chile
基金
美国国家科学基金会;
关键词
Rod; Shear-beam; Random field; Fractal; Hurst effect; Matern; Cauchy; Dagum; DIMENSION;
D O I
10.1061/(ASCE)EM.1943-7889.0000906
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Responses of elastic rods and shear beams with random field properties and also possibly under random field forcing are studied for random fields with linear, Matern, Cauchy, and Dagum covariances. The latter two allow decoupling of the fractal dimension and Hurst effect. The authors find second order characteristics of the beam displacement under clamped-free boundary conditions. Overall, for a given variance, the variance of the output is strongest for linear, then Matern, then Cauchy, and, finally, Dagum forcing. This is interesting and counterituitive because the Dagum and Cauchy models grasp the fractal characteristics and, additionally, the Hurst effect. In a number of (simpler) cases the results may be obtained in explicit analytical forms, but as Cauchy and Dagum models are introduced, one has to resort to numerics. (C) 2015 American Society of Civil Engineers.
引用
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页数:8
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