首页> 外文会议>Congress of the International Council of the Aeronautical Sciences >STRENGTH CRITERIA DEVELOPMENT FOR COMPOSITE STRUCTURES BASING ON SOLUTIONS SUPERPOSITION FOR MODELS OF DIFFERENT LEVELS
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STRENGTH CRITERIA DEVELOPMENT FOR COMPOSITE STRUCTURES BASING ON SOLUTIONS SUPERPOSITION FOR MODELS OF DIFFERENT LEVELS

机译:基于不同层次模型的解叠加的复合结构强度准则开发

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The approach to developing strength criteria for composite structures is proposed. It based on superposition of solutions for FE-models of different levels. The first level of FE model is used for analysis of strain state of undamaged composite structure. The parameters of the strain state are considered as base values for estimation of the structure strength taking into account presence of various cracks in matrix.Strength estimation is carried out basing on a database of typical solutions of specific nonlinear task for different areas of the structure. The analysis concerns buckling, post-buckling behaviour of composite skin, nonlinear deformations of matrix under tension, etc. These tasks are solved on the basis of specialized FE models.The combination of the solutions for these traditional and specialized models enables to generate simple and reliable criteria for an estimation of strength of thin-walled structures.Validation of these criteria has been carried out for composite skins with different stacking sequences and with different characteristics of resin on the basis of experimental research of strength. Results of the validation of the strength criteria for orthogonal layers in skin have demonstrated good agreement of numerical results with experimental data.Strength criteria are shown in the paper as examples for different cases of layup and characteristics of fiber and matrix.
机译:提出了开发复合结构强度准则的方法。它基于不同层次有限元模型解的叠加。有限元模型的第一级用于分析未损坏的复合结构的应变状态。考虑到矩阵中存在各种裂缝,将应变状态的参数视为估算结构强度的基础值。强度估算是基于针对结构不同区域的特定非线性任务的典型解的数据库进行的。这些分析涉及屈曲,复合蒙皮的屈曲后行为,受拉矩阵的非线性变形等。这些任务是在专用有限元模型的基础上解决的。将这些传统模型和专用模型的解决方案相结合可以生成简单且易于计算的在评估强度的基础上,对具有不同堆叠顺序和树脂特性的复合蒙皮进行了这些标准的验证。皮肤正交层强度标准的验证结果表明,数值结果与实验数据吻合良好。本文以强度标准为例,说明了不同的铺层情况以及纤维和基质的特性。

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