Name: plane strain under rotated axes
Uploaded: 2024-05-23T12:59:54.000Z
Duration: 1 min 12 s
Channel: JoVE

Considérons une longue barre soumise à des charges uniformément réparties sur ses côtés.
Dans de telles barres, la transformation de la déformation plane sous une rotation d’axes de coordonnées implique des états de déformation plane où des déformations se produisent dans des plans parallèles.
Un état de déformation plane au point O a des composantes de déformation associées aux axes x et y. Les composantes de déformation sont alors exprimées en termes d’angle θ.
Une expression est dérivée pour une déformation normale le long d’une ligne formant un angle arbitraire avec l’axe des x.
Ensuite, la déformation normale dans la direction de la bissectrice de l’angle formé par les axes x et y est déterminée. La déformation de cisaillement est alors exprimée en fonction de ces déformations normales.
Si l'on considère les relations trigonométriques, les équations de la transformation de la déformation plane sous rotation axiale sont calculées en calculant la déformation normale le long de la bissectrice des axes x' et y', et en exprimant la déformation cisailleuse en termes de déformation normale.

transformation de la déformation plane

Lors de l’analyse de structures allongées telles que des barres soumises à des charges uniformément réparties, il est essentiel de comprendre la transformation de la déformation plane lorsque les axes de coordonnées tournent. Cette transformation permet d'évaluer la manière dont les caractéristiques de déformation des matériaux varient en fonction de l'orientation, ce qui est crucial en science des matériaux et en ingénierie des structures.

Dans des conditions de déformation plane, typiques pour les éléments dans lesquels une dimension dépasse significativement les autres, les déformations et les contraintes résultantes ne sont notées que dans un seul plan. À tout moment, disons O, les composantes de déformation importantes sont celles qui se trouvent le long des axes x et y, et les composantes de déformation qui se trouvent le long de l'axe-z sont négligeables. Ces composants décrivent de manière exhaustive l’état de déformation dans le plan xy.

Un cas significatif est le calcul de la déformation normale le long des bissectrices de l'angle entre les axes x et y, qui est de 45 degrés. Dans ce cas, considérer cet angle simplifie l’expression, reflétant la manière dont la combinaison des déformations normales et des déformations de cisaillement influence la déformation le long de cette ligne.

<img alt="Equation 1" src="/files/ftp_upload/15658/15658_Equation_1.svg" style="text-align: center; height: 32px;">

Lorsque le système de coordonnées pivote pour s'aligner sur la bissectrice des axes x et y, les composantes de déformation dans les nouvelles coordonnées peuvent être recalculées à l'aide de relations trigonométriques dérivées de la théorie de l'élasticité. Plus précisément, les contraintes normales dans les directions formant un angle arbitraire avec les axes d'origine et les contraintes de cisaillement correspondantes peuvent être déterminées en termes de composantes de déformation d'origine.

<img alt="Equation 2" src="/files/ftp_upload/15658/15658_Equation_2.svg" style="text-align: center; height: 188px;">

Transformation de la déformation plane

Considérons une longue barre soumise à des charges uniformément réparties sur ses côtés.
Dans de telles barres, la transformation de la déformation plane sous une rotation de coordonnées ...

Education

Enseignement

JoVE Core

Mechanical Engineering

Génie mécanique

Unit 1

Unité 1

Transformations of Stress and Strain

Transformations des contraintes et des déformations

KEY TERMS AND CONCEPTS

TERMES ET CONCEPTS CLÉS

Transformation of Plane Strain

plane strain under rotated axes

Plane strain changes when the coordinate axes are rotated. This matters for long bars and similar elongated structures that are loaded uniformly on their sides. In these members, one dimension is much larger than the others, so deformation is mainly studied in a single plane.

At a point such as O, the key strain components lie along the x and y axes. The strain along the z-axis is negligible in plane strain. Together, the x and y strain components describe the deformation state in the xy-plane.

A useful special case is the normal strain along the bisector of the x and y axes. That bisector is at 45 degrees. Using this angle makes the strain expression simpler and shows how normal strain and shearing strain combine along that direction.

When the coordinate system is rotated to match the bisector, the strain components can be recalculated in the new axes. The needed equations use trigonometric relations from elasticity theory. They give the normal strain in any direction that makes an angle with the original axes, along with the corresponding shearing strain.

Plane Strain Under Rotated Axes

transformation of plane stress

Plane Stress Changes with Rotation

Plane stress changes with rotation in a material element. The analysis looks at a prismatic element inside a cube under plane stress. As the element turns, the normal stress and shearing stress on its faces change in both size and direction. These changes are described with trigonometric functions of the rotation angle. The forces on the rotated faces are compared with the forces on the original faces that are perpendicular to each principal axis. The equilibrium equations use only the forces...

principal stresses

Stress Circle for Principal and Shear Stress

The stress circle shows how normal stress and shearing stress change with angle on a transformed plane. Its center, C, lies on the vertical axis and represents the average normal stress. The radius shows the amount of stress variation as the plane rotates. Points A and B, where the circle crosses the horizontal axis, mark the maximum and minimum normal stresses. At these points, shearing stress is zero. These points define the principal stress planes, where only normal stress, called principal...

principal stresses: problem solving

Finding Principal Planes and Stress Limits

Principal planes and principal stresses are found by analyzing two planes that meet at right angles under shearing, tensile, and compressive stresses. The goal is to use the given stress values to describe how the material is loaded and to locate the planes where the stress state changes. To find the principal planes, use the formula that relates the plane angle to twice the shearing stress divided by the difference between tensile and compressive stresses. After substituting the known stress...

mohr&#39;s circle for plane stress

Reading Stress Components with Mohr's Circle

Mohr's circle is a graphical way to read the stress state at a point in a material under plane stress. It turns normal stress and shearing stress into a two-dimensional picture. This makes stress transformation easier to analyze. The method uses Cartesian coordinates. The horizontal axis shows normal stress, written as σ, and the vertical axis shows shearing stress, written as τ. Two points, A and B, are plotted from the stresses on the element. Point A is at (σx, -τxy), and point B is at (σx,...

general state of stress

Stress Tensor and Principal Stresses

The stress tensor describes the internal forces inside a material. It is used when a material is under external force or deformation. At a point such as O, the tensor can show the stress components on any plane through that point. A tetrahedral element helps show how these forces act. One face, XYZ, is perpendicular to the line OA. The other faces line up with the coordinate axes, and point O is the origin. The stress on the tetrahedron is split into normal and shear components on each face. <br...

yield criteria for ductile materials under plane stress

yield-criteria-for-ductile-materials-under-plane-stress

Tresca and Von Mises Yield Criteria

Ductile materials can yield when they are loaded beyond a safe stress level. Engineers use yield criteria to check whether structural elements and machine parts can handle the expected load without permanent deformation. The yield point is first found with a tensile test, which measures how the material responds to uniaxial stress. A tensile test is not enough when a part faces biaxial or plane stress conditions. In those cases, more advanced criteria are needed to predict failure. One common...

transformation of plane strain

Plane strain changes when the coordinate axes are rotated. This matters for long bars and similar elongated structures that are loaded uniformly on their sides. In these members, one dimension is much larger than the others, so deformation is mainly studied in a single plane. At a point such as O, the key strain components lie along the x and y axes. The strain along the z-axis is negligible in plane strain. Together, the x and y strain components describe the deformation state in the xy-plane.

mohr&#39;s circle for plane strain

Principal and Shear Strains on Mohr’s Circle

Mohr’s circle for plane strain shows how normal strain and shear strain change on a graph. The horizontal axis is normal strain, written as ε, and the vertical axis is shear strain, written as γ. It uses two plotted points, X and Y, to represent the strain state. Point X has coordinates (εx, -γXY), and point Y has coordinates (εY, γXY). The center of the circle, O, gives the average normal strain. The radius comes from the relationship between normal strain and shear strain, so the circle...

three-dimensional analysis of strain

Principal Strain Directions in 3D

Three-dimensional strain analysis shows how a material changes shape when it is loaded. It is especially useful for elastic, homogeneous materials. A small cubic element inside the material can expand or contract along principal stress axes. That change turns the cube into a rectangular parallelepiped, which makes the deformation easier to picture. The principal stress axes are orthogonal, or at right angles to each other. Along these directions, the stress does not create shear inside the...

measurements of strain

How Strain Gauges Measure Deformation

Strain describes how a material deforms when a force is applied. Normal strain compares the change in length with the original length. Engineers use this measure to track stretching or compression in materials. For higher accuracy, they often use electrical strain gauges. A strain gauge has a conductive wire on a paper backing that sticks to the surface of the material. It works through the piezoresistive effect, which means the wire’s electrical resistance changes when the material is bent,...

key terms and concepts

Learn how plane strain changes when axes are rotated in a long bar under side loads, including 45-degree strain and new normal and shear components.

Plane Strain Under Rotated Axes | JoVE K12

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mechanical engineering

Plane Strain Under Rotated Axes

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