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相关概念视频

Equation of the Elastic Curve01:23

Equation of the Elastic Curve

522
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...
522
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity01:15

Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity

272
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.
272
Elastic Curve from the Load Distribution01:16

Elastic Curve from the Load Distribution

181
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.
181
Bending of Curved Members - Neutral Surface01:16

Bending of Curved Members - Neutral Surface

184
In curved beams, unlike straight beams, the stress distribution across the cross-section is not uniform due to the beam's curvature. This non-uniformity arises because the neutral axis, where stress is zero, does not align with the centroid of the section. In a curved beam, the strain varies along the section as a function of the distance from the neutral axis.
Consider the curved member described in the previous lesson. According to Hooke's law, which relates stress to strain within...
184
Hydrostatic Pressure Force on a Curved Surface01:04

Hydrostatic Pressure Force on a Curved Surface

1.8K
Hydrostatic pressure on curved surfaces is a fundamental concept in fluid mechanics with broad applications in the civil engineering field. When fluid is in contact with a curved surface, as in a reservoir, dam, or storage tank, it exerts pressure that varies in magnitude and direction along the curved surface. To assess the total hydrostatic force exerted by the fluid on a curved structure, engineers typically isolate the fluid volume adjacent to the surface and analyze the forces acting on...
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Bending of Curved Members - Strain Analysis01:14

Bending of Curved Members - Strain Analysis

139
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...
139

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相关实验视频

Updated: Jul 11, 2025

Atomic Force Microscopy Cantilever-Based Nanoindentation: Mechanical Property Measurements at the Nanoscale in Air and Fluid
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在弹性固体中依赖曲率的欧勒尔界面.

Katharina Brazda1, Martin Kružík2, Fabian Rupp1

  • 1Faculty of Mathematics, University of Vienna, Oskar-Morgenstern-Platz 1, 1090 Vienna, Austria.

Philosophical transactions. Series A, Mathematical, physical, and engineering sciences
|November 5, 2023
PubMed
概括

我们为双相超弹性材料开发了一个利接口模型,使用欧勒尔对接口能量和曲率惩罚的方法. 这个模型在拓优化问题中确保了稳定的相位接口行为.

关键词:
曲率的多种折叠方式.弹性的弹性.界面能量 界面能量 界面能量多相材料是多相材料.有各种折叠的折叠.

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科学领域:

  • 连续力学 连续力学
  • 材料科学 材料科学 材料科学
  • 计算力学 计算力学 计算力学

背景情况:

  • 建模多相材料需要准确地表示接口.
  • 现有模型可能面临的挑战是,在变形配置的界面能量.
  • 拓优化需要强大的方法来处理不断变化的几何形状.

研究的目的:

  • 为两相超弹性材料引入一种新的利接口模型.
  • 开发一个完全欧勒的界面能源框架.
  • 在拓优化中将曲率惩罚纳入稳定的接口演变.

主要方法:

  • 在变形配置中制定一个利接口模型.
  • 包含一个曲率为界面能量的几何术语的曲率变量.
  • 通过最小化证明平衡解决方案的存在.
  • 模型在欧利尔拓优化框架中的应用.

主要成果:

  • 对于超弹性材料来说,这是一个完全欧勒的界面能量配方.
  • 证明平衡解决方案的存在.
  • 成功地将曲率处罚集成到欧利尔拓优化中.
  • 一个稳定和强大的模型,用于模拟具有不断变化的接口的双相材料.

结论:

  • 拟议的利接口模型为分析双相超弹性材料提供了强大的框架.
  • 欧勒尔的方法简化了在大的变形中接口跟踪.
  • 曲率惩罚在优化问题中增强相位接口的稳定性和几何控制.