预应力弹性梁加层后的有限变形分析

V. Levin, K. Zingerman, A. Vershinin, D. Konovalov
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引用次数: 1

摘要

提出了一种两层梁有限变形应力状态的数值模拟方法。假设对梁的第一层进行初步受力,然后再加第二层。该问题是用有限应变重复叠加理论来表述和求解的。采用谱元法进行分析。变阶谱元用于非保形非结构网格。对平面应变情况进行了计算。假定光束是由弱可压缩的Mooney-Rivlin材料构成的。考虑了层间的不完全连接。给出了沿轴向初步拉伸第一层的数值结果。分析了层结后梁的曲率与初拉伸值的关系。结果表明,这种依赖关系不是单调的。给出了一种特殊情况下复合梁的应力分布。该方法可用于增材制造的建模。在这种情况下,第一层的初步应变和应力是由热效应引起的。提出了一种两层梁有限变形应力状态的数值模拟方法。假设对梁的第一层进行初步受力,然后再加第二层。该问题是用有限应变重复叠加理论来表述和求解的。采用谱元法进行分析。变阶谱元用于非保形非结构网格。对平面应变情况进行了计算。假定光束是由弱可压缩的Mooney-Rivlin材料构成的。考虑了层间的不完全连接。给出了沿轴向初步拉伸第一层的数值结果。分析了层结后梁的曲率与初拉伸值的关系。结果表明,这种依赖关系不是单调的。给出了一种特殊情况下复合梁的应力分布。T…
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Finite deformation analysis of a prestressed elastic beam after the layer addition
An approach to the numerical modeling of stress state in a two-layered beam is developed for finite deformations. It is assumed that the first layer of the beam is preliminarily stressed, and then the second layer is added. The problem is formulated and solved using the theory of repeatedly superimposed finite strains. The spectral element method is used for the analysis. The spectral elements of variable order are used on non-conformal unstructured meshes. The computations are performed for the case of plane strain. It is assumed that the beam is made of the weakly compressible Mooney-Rivlin material. The incomplete junction of layers is considered. The numerical results are given for the case in which the first layer is preliminarily stretched along its axis. It is analyzed how the curvature of the beam after the junction of layers depends on the value of preliminary stretch. It is shown that this dependence is not monotone. The stress distribution in the composite beam is shown for a particular case. The proposed approach can be useful for the modeling of additive manufacturing. In this case the preliminary strains and stresses in the first layer are caused by thermal effects.An approach to the numerical modeling of stress state in a two-layered beam is developed for finite deformations. It is assumed that the first layer of the beam is preliminarily stressed, and then the second layer is added. The problem is formulated and solved using the theory of repeatedly superimposed finite strains. The spectral element method is used for the analysis. The spectral elements of variable order are used on non-conformal unstructured meshes. The computations are performed for the case of plane strain. It is assumed that the beam is made of the weakly compressible Mooney-Rivlin material. The incomplete junction of layers is considered. The numerical results are given for the case in which the first layer is preliminarily stretched along its axis. It is analyzed how the curvature of the beam after the junction of layers depends on the value of preliminary stretch. It is shown that this dependence is not monotone. The stress distribution in the composite beam is shown for a particular case. T...
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