首页> 外文期刊>Journal of aerospace engineering >Nonlinear Flexural Response of Laminated Composite Plates on a Nonlinear Elastic Foundation with Uncertain System Properties under Lateral Pressure and Hygrothermal Loading: Micromechanical Model
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Nonlinear Flexural Response of Laminated Composite Plates on a Nonlinear Elastic Foundation with Uncertain System Properties under Lateral Pressure and Hygrothermal Loading: Micromechanical Model

机译:侧向压力和湿热载荷作用下具有不确定系统特性的非线性弹性地基上层合复合板的非线性挠曲响应:微力学模型

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This paper investigates the stochastic nonlinear flexural response of laminated composite plates resting on a two-parameter Pasternak elastic foundation with Winkler cubic nonlinearity and random system properties subjected to transverse uniform lateral pressure and hygrothermal loading. System properties, such as the lamina material properties, coefficients of thermal expansion, coefficients of hygroscopic expansion, and lateral load, are modeled as basic random variables using a micromechanical model. A higher-order shear deformation theory in the von Karman sense is used to model the system behavior of the laminated plate. A direct iterative-based C~0 nonlinear FEM, in conjunction with the first-order perturbation technique previously developed by the authors, is extended for the hygrothermal problem to obtain the second-order response statistics, i.e., the mean and variance of the nonlinear transverse deflection of the plate. Typical numerical results for the second-order statistics of the nonlinear transverse central deflection of composite plates subjected to uniform temperature and moisture distribution over the plate surface and through the plate thickness are obtained for various combinations of foundation parameters, uniform lateral pressures, staking sequences, volume fraction, aspect ratio, plate thickness ratio, and boundary conditions under environmental conditions. The approach has been compared with those available in the literature and an independent Monte Carlo simulation (MCS).
机译:本文研究了基于两参数Pasternak弹性地基的层压复合材料板的随机非线性挠曲响应,该弹性地基具有Winkler立方非线性和承受横向均匀侧向压力和湿热载荷的随机系统特性。使用微机械模型将系统特性(例如层板材料特性,热膨胀系数,吸湿膨胀系数和侧向载荷)建模为基本随机变量。使用冯·卡曼(von Karman)意义上的高阶剪切变形理论来对层压板的系统行为进行建模。将直接基于迭代的C〜0非线性有限元,结合作者先前开发的一阶微扰技术,扩展到湿热问题,以获得二阶响应统计量,即非线性的均值和方差板的横向偏斜。对于基础参数,均等的侧向压力,桩阶顺序的各种组合,获得了复合板的非线性横向中心变形的二次统计的典型数值结果,这些复合板在板表面上以及整个板厚度上受均匀温度和水分分布的影响。体积分数,纵横比,板厚比以及环境条件下的边界条件。该方法已与文献中的方法和独立的蒙特卡洛模拟(MCS)进行了比较。

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