首页|一种离散弹性体综合变形能的完备正交分解方法

一种离散弹性体综合变形能的完备正交分解方法

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基于数学完备正交性和力学平衡条件,同时引入材料的物理参数,本文提出了一种适用于各向同性正方形单元和立方体单元的变形能分解方法。利用该方法可将平面离散弹性体的综合变形能分解为5种基本变形能,将空间离散弹性体的综合变形能分解为18种基本变形能,进而实现结构变形性能的量化与可视化分析。由同一单元中不同变形能的大小绘制综合分解图,可直观显示每种基本变形能所主导的区域。根据指定变形能在不同单元中的分布情况绘制云图,可用于分析变形能在结构中的梯度变化。最后,利用变形能分解方法对悬臂梁和四边固结板的变形性能进行了分析,并对比传统应变能分解结果,验证了本文方法的正确性与优越性。
A complete orthogonal decomposition method for the comprehen-sive deformation energy of discrete elastomers
Based on mathematical orthogonality and mechanical equilibrium,a deformation energy decomposition method for classical isotropic square and cube elements is proposed by considering the physical parameters of materials.By aid of this method,the comprehensive deformation energy of planar discrete elastomers can be decomposed into five basic deformation energies,and the comprehensive deformation energy of spatial discrete elastomers can be decomposed into eighteen basic deformation energies.The quantification and visualization of structural deformation performance can be realized.According to the magnitude of different deformation energy in the same element,the decomposition diagram is drawn,which can visually display the area dominated by each basic deformation energy.The cloud diagram is drawn based on the distribution of specific deformation energy in different elements,which can be used to analyze the gradient change of deformation energy in the structure.Finally,the deformation properties of cantilever beam and four-sided consolidation plate are analyzed by de-formation energy decomposition method.The correctness and superiority of this method are verified by comparing with the results of strain energy decomposition.

Deformation energyOrthogonal decompositionDiscrete elastomersQuantificationVisualization

梁开轩、孙攀旭、王东炜、严亚丹

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School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China

Deformation energy Orthogonal decomposition Discrete elastomers Quantification Visualization

2024

力学学报(英文版)

力学学报(英文版)

CSTPCD
影响因子:0.363
ISSN:0567-7718
年,卷(期):2024.40(11)