基于绝对节点坐标配方的空间非均张力薄膜结构的振动特征分析
Peng Sun1, Jin Huang1, Jiaying Zhang1
1State Key Laboratory of Electromechanical Integrated Manufacturing of High-Performance Electronic Equipments, Xidian University, No. 2 South Taibai Road, Xi'an 710071, China.
Micromachines
|September 28, 2024
概括
这项研究使用绝对节点坐标配方 (ANCF) 分析了薄膜振动. 这项研究验证了张力膜结构的模型,这对于理解和控制薄膜振动至关重要.
科学领域:
- 固体力学 固体力学是什么
- 振动分析 振动分析
- 薄膜动力学 薄膜动力学
背景情况:
- 轻量级薄膜结构在负载下会出现显著的振动,限制了它们的性能.
- 了解这些振动对于涉及空间薄膜结构的应用至关重要.
研究的目的:
- 为了研究压力膜结构的振动特征与非均的元素在冲击下.
- 开发和验证一个动态模型来预测薄膜振动,包括纹效应.
主要方法:
- 使用绝对节点坐标配方 (ANCF) 来建模张张的膜结构.
- 将预拉伸薄膜的纹变形纳入动态方程中.
- 分析了非均元素位置和侧面长度对振动特征的影响.
主要成果:
- 开发了薄膜的振动模型,考虑了前应力和纹.
- 证明了非均元素对振动行为的影响.
- 通过与实验结果进行比较,验证了模型的有效性.
结论:
- 基于ANCF的模型准确地预测了张力薄膜的振动特性.
- 不均的元素显著影响薄膜振动动态.
- 为未来薄膜振动控制策略提供理论基础.
相关概念视频
Three-Dimensional Analysis of Strain
204
Three-dimensional strain analysis is crucial for understanding how materials deform under stress, particularly in elastic, homogeneous materials. This method employs principal stress axes to simplify complex stress states into more understandable forms. Subjected to stress, a small cubic element within a material either expands or contracts along these axes, transforming into a rectangular parallelepiped. This transformation effectively illustrates the material's deformation. The principal...
204
Transformation of Plane Strain
158
When analyzing elongated structures like bars subjected to uniformly distributed loads, it is essential to understand the transformation of plane strain when coordinate axes are rotated. This transformation helps to assess how material deformation characteristics vary with orientation, which is crucial in materials science and structural engineering.
Under plane strain conditions, typical for members where one dimension significantly exceeds the others, deformations and resultant strains are...
Under plane strain conditions, typical for members where one dimension significantly exceeds the others, deformations and resultant strains are...
158
Thin-Walled Hollow Shafts
171
In analyzing a thin-walled hollow shaft subjected to torsional loading, a segment with width dx is isolated for examination. Despite its equilibrium state, this segment faces torsional shearing forces at its ends. These forces are quantitatively described by the product of the longitudinal shearing stress on the segment's minor surface and the area of this surface, leading to the concept of shear flow. This shear flow is consistent throughout the structure, indicating a uniform distribution...
171
Saint-Venant's Principle
560
The principle of Saint-Venant postulates that the stress distribution within a structural member does not rely on the precise method of load application except in the vicinity of the load application points. Consider a scenario where loads are centrally applied on two plates. In this case, the plates move toward each other without any rotation. This movement causes the member to contract in length and expand in width and thickness. Uniform deformation across all elements and maintaining...
560
General State of Stress
179
The general state of stress within a material can be accurately depicted using a stress tensor. This tensor encapsulates the internal forces distributed within a material subjected to external forces or deformations.
Specifically, consider a tetrahedral element where one face, labeled XYZ, is perpendicular to the line OA, and the remaining faces align with the coordinate axes with point O as the origin. At any point, such as point O, the stress tensor can be used to determine the stress...
Specifically, consider a tetrahedral element where one face, labeled XYZ, is perpendicular to the line OA, and the remaining faces align with the coordinate axes with point O as the origin. At any point, such as point O, the stress tensor can be used to determine the stress...
179
Unsymmetric Bending - Angle of Neutral Axis
282
Unsymmetrical bending occurs when a structural member is subjected to bending moments in a plane that does not align with the member's principal axes. This scenario typically arises in beams and other structural components when loads are applied at non-ideal angles, introducing complexities in stress analysis.
When a bending moment is applied at an angle θ concerning the vertical axis of a symmetrical member, it can be resolved into components along the member's principal...
When a bending moment is applied at an angle θ concerning the vertical axis of a symmetrical member, it can be resolved into components along the member's principal...
282


