在大变形时,湿的消散
Martin H Essink1, Stefan Karpitschka2,3, Hamza K Khattak4
1Physics of Fluids Group, Mesa+ Institute, University of Twente, 7500 AE, Enschede, The Netherlands.
The European physical journal. E, Soft matter
|December 17, 2025
概括
由于粘弹性制动,液滴在软表面上减速. 这项研究揭示了线性理论无法捕捉的大型变形,对于在软物质科学中准确建模这种现象至关重要.
科学领域:
- 软物质物理学 软物质物理学
- 类风病学 类风病学 类风病学
- 流体动力学 流体动力学
背景情况:
- 液滴在柔软,可变形的基板上表现出较慢的滑动,与刚性基板相比.
- 这种被称为粘弹性制动的现象是由基板粘弹性材料中的能量消耗引起的.
- 现有的模型经常使用线性理论,假设小变形,这可能不能完全解释实验观测.
研究的目的:
- 为了研究大变形在滑动液滴的粘弹性制动中的作用.
- 开发一个更准确的模型来预测在粘弹性基板上的移动接触线下消散.
- 将模型预测与各种粘弹性材料的实验数据进行比较.
主要方法:
- 在粘弹性基板上以恒定速度移动的接触线的计算建模.
- 在模型中明确纳入大变形效应.
- 对接触线以下的能量消耗进行分析.
- 探索新胡克式和应变强化材料模型.
主要成果:
- 线性理论显示了薄液层和实验相关的脊角的重大不准确性.
- 对于对粘弹性制动的定量预测,大变形至关重要.
- 这项研究提供了对不同粘弹性固体模型行为的见解.
结论:
- 精确的模拟液滴在软基板上滑动,需要考虑大的变形.
- 这些发现挑战了线性理论在许多实验场景中的适用性.
- 这项研究提供了对粘弹性制动及其对软物质动态的影响的更精细的理解.
相关概念视频
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity
519
Deformation occurs in axial and transverse directions when an axial load is applied to a slender bar. This deformation impacts the cubic element within the bar, transforming it into either a rectangular parallelepiped or a rhombus, contingent on its orientation. This transformation process induces shearing strain. Axial loading elicits both shearing and normal strains. Applying an axial load instigates equal normal and shearing stresses on elements oriented at a 45° angle to the load axis.
519
Temperature Dependent Deformation
342
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
342
Elastic Strain Energy for Shearing Stresses
458
As discussed in previous lessons, strain energy in a material is the energy stored when it is elastically deformed, a concept crucial in materials science and mechanical engineering. This energy results from the internal work done against the cohesive forces within the material. When a material undergoes shearing stress and corresponding shearing strain, the strain energy density, which is the energy stored per unit volume, is calculated. Within the elastic limit, where the stress is...
458
Deformations in a Transverse Cross Section
562
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...
562
Plastic Behavior
492
A material's elastic behavior is characterized by the disappearance of stress once the load is removed, allowing the material to return to its original state. However, when stress surpasses the yield point, yielding commences, marking the onset of plastic deformation or permanent set. This change from elastic to plastic behavior is influenced by the peak stress value and the duration before the load is removed. An intriguing observation occurs when a specimen is loaded, unloaded, and...
492
Residual Stresses
541
Residual stresses reside in a structure even after removing the original stress inducer. This phenomenon often arises from varied plastic deformations across different parts of a structure. Consider a rod stretched beyond its yield point. It will not regain its original length due to permanent deformation. Even after load removal, the rod does not entirely lose stress because of uneven plastic deformations, resulting in residual stresses. The computation of these stresses in structures is...
541


