分析平面织品的稳定性与两参数偏移曲线的分析
1Department of Mechanical Engineering, Informatics and Chemistry of Polymer Materials, Lodz University of Technology, Zeromskiego 116, 90-924 Lodz, Poland.
Materials (Basel, Switzerland)
|January 26, 2024
概括
这项研究分析了面料在压缩下折叠的稳定性,这对于织布至关重要. 能量方法确定了折曲曲线,并评估模拟的折叠稳定性.
科学领域:
- 织机械学 织机械学
- 材料科学 是一种材料科学.
- 结构稳定性 结构稳定性
背景情况:
- 织品中的大曲折,如窗和桌布,会影响窗的美学和折叠的稳定性.
- 分析织物布是具有挑战性的,因为它具有很大的偏斜和非线性材料特性.
研究的目的:
- 为了研究在特定负载条件下织物折叠的稳定性,专注于压力.
- 开发一种方法来获得屈曲曲线,并评估织物折叠的稳定性.
主要方法:
- 利用能量方法,专注于织物的总潜在能量.
- 分析了一件靠在平面上的织物,并承受了压力.
- 引入了两个形状参数来模拟各种曲线形状.
主要成果:
- 推导出考虑自身重量和压力的一种织物的偏斜曲线.
- 评估了获得的织物折叠形状的稳定性.
- 证明了形状参数的适用性,用于模拟各种曲线.
结论:
- 能量方法为分析织物折叠稳定性提供了一种可行的方法.
- 衍生出来的屈曲曲线和稳定性分析对织机械有价值.
- 结果可以为织物折叠和曲现象的算法和模拟提供信息.
相关概念视频
Equation of the Elastic Curve
513
The concept of curvature in plane curves, crucial in structural engineering, defines how sharply a beam bends under load. This curvature is determined using the curve's first and second derivatives.
Consider a cantilever beam with a point load at its free end (for instance, a diving board). When analyzing beam deflection with small slopes, the shape of the beam's elastic curve becomes key. The governing equation for this analysis involves the bending moment and the beam's flexural...
Consider a cantilever beam with a point load at its free end (for instance, a diving board). When analyzing beam deflection with small slopes, the shape of the beam's elastic curve becomes key. The governing equation for this analysis involves the bending moment and the beam's flexural...
513
Elastic Curve from the Load Distribution
178
The structural behavior of beams under distributed loads is critical for engineering analysis, which focuses on predicting how beams bend and react under such conditions. Different types of beams (e.g., cantilever, supported, or overhanging) behave differently under distributed load conditions.
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments.
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments.
178
Bending of Curved Members - Strain Analysis
136
The mechanics of deformation in curved members, such as beams or arches, under bending moments, involve complex responses. When such a member, symmetric about the y-axis and shaped like a segment of a circle centered at point C, is subjected to equal and opposite forces, its curvature and surface lengths change significantly. This alteration results in the shift of the curvature's center from C to C', indicating a tighter curve.
The important part of bending analysis for such a member...
The important part of bending analysis for such a member...
136
Deformations in a Transverse Cross Section
190
When a material is subjected to uniaxial stress, it elongates or contracts in the direction of the applied force, and also undergoes changes in the perpendicular directions. This behavior is crucial for understanding how materials behave under stress and is governed by mechanical properties such as Poisson's ratio v, which measures the ratio of transverse strain to axial strain.
As the material stretches, it expands or contracts in orthogonal directions to the load. This phenomenon varies...
As the material stretches, it expands or contracts in orthogonal directions to the load. This phenomenon varies...
190
Frictional Forces on Flat Belts
912
Flat belts are commonly used in various industrial applications for transmitting power from one pulley to another. When a flat belt is wrapped around a set of pulleys, it experiences different tensions at the driving pulley ends due to the friction between the belt and pulley surface. When the pulley moves in a counterclockwise direction, the tension T2 on the opposite side of the pulley where the belt is moving away from is higher than the tension T1 on the side where the belt is moving...
912
Deformations in a Symmetric Member in Bending
166
When analyzing the deformation of a symmetric prismatic member subjected to bending by equal and opposite couples, it becomes clear that as the member bends, the originally straight lines on its wider faces curve into circular arcs, with a constant radius centered at a point known as Point C. This phenomenon helps to understand the stress and strain distribution within the member more clearly.
When the member is segmented into tiny cubic elements, it is observed that the primary stress...
When the member is segmented into tiny cubic elements, it is observed that the primary stress...
166


