Name: elastic twist in a circular shaft
Uploaded: 2024-05-23T12:59:40.000Z
Duration: 1 min 13 s
Channel: JoVE

Considérons un arbre circulaire de longueur L et une section transversale uniforme de rayon r soumis à un couple à son extrémité libre.
La déformation maximale de cisaillement dans l'arbre est proportionnelle à la fois à l'angle de torsion et à la distance radiale par rapport à l'axe de l'arbre.
Dans la gamme élastique, cette déformation de cisaillement peut être exprimée en termes de couple appliqué, de distance radiale, de moment d’inertie polaire et de module de rigidité.
En égalisant ces deux équations, nous dérivons une expression de l’angle de torsion dans l’intervalle élastique. Cette équation s’applique à un arbre homogène de section uniforme lorsque le couple n’est appliqué qu’à l’une de ses extrémités.
Si l’arbre est soumis à des couples à différents endroits, ou s’il se compose de plusieurs pièces avec des sections ou des matériaux différents, l’angle de torsion doit être considéré séparément pour chaque pièce.
L’angle de torsion total est calculé en additionnant toutes les valeurs individuelles de chaque partie de l’arbre ou en intégrant sur la longueur pour les arbres de section non uniforme.

angle de torsion - plage élastique

Angle of Twist - Elastic Range

Considérons un arbre cylindrique avec une longueur notée L et un rayon de section constant appelé r. Cet arbre subit un couple à son extrémité libre. La contrainte de cisaillement la plus élevée à l'intérieur de l'arbre est directement proportionnelle à l'angle de torsion et à la distance radiale par rapport à l'axe de l'arbre. Lorsque l'arbre se comporte élastiquement, cette contrainte de cisaillement peut être articulée à l'aide de variables telles que le couple appliqué, la distance radiale, le moment d'inertie polaire et le module de rigidité. En mettant ces deux équations égales, il est possible de formuler une expression pour l’angle de torsion dans la plage élastique.

<img alt="Equation 1" src="/files/ftp_upload/15615/15615_Equation_1.svg" style="text-align: center; height: 30px;">

Cette équation s'applique à un arbre uniforme et homogène, où le couple ne s'exerce qu'à ses extrémités. Cependant, si l'arbre est exposé à des couples en différents points ou est composé de différentes pièces avec des sections ou des matériaux différents, l'angle de torsion doit être évalué distinctement pour chaque section. La somme de toutes les valeurs individuelles de chaque segment d'arbre détermine l'angle de torsion total. Alternativement, il peut être calculé en intégrant sur la longueur des arbres ayant des sections transversales non uniformes. Cette approche présente une compréhension globale du comportement des arbres dans diverses conditions.

<img alt="Equation 2" src="/files/ftp_upload/15615/15615_Equation_2.svg" style="text-align: center; height: 46px;">

Angle de torsion - Plage élastique

Considérons un arbre circulaire de longueur L et une section transversale uniforme de rayon r soumis à un couple à son extrémité libre.
La déformation de cisaillement maximale dans le ...

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elastic twist in a circular shaft

Elastic twist in a circular shaft describes how a cylindrical shaft rotates when torque is applied. The shaft has a length L and a uniform radius r. A torque at the free end creates shearing strain, which is greatest at points farther from the shaft axis.

When the shaft stays within the elastic range, the shearing strain can be written in terms of the applied torque, radial distance, polar moment of inertia, and modulus of rigidity. The polar moment of inertia is a geometric measure of how the shaft resists twisting. The modulus of rigidity describes how strongly the material resists shear deformation.

Setting the strain relation from twist equal to the elastic strain relation gives an expression for the angle of twist in the elastic range. This formula applies to a uniform, homogeneous shaft when torque is applied only at its ends. If torque acts at different points, or if the shaft has sections with different shapes or materials, the twist must be found for each section separately.

The total angle of twist is then the sum of the twist in each shaft segment. For a shaft with a non-uniform cross-section, the same result can be found by integrating along its length. This gives a complete way to analyze torsion in shafts under changing conditions.

Elastic Twist in a Circular Shaft

stresses in a shaft

Torque and Shear in a Twisted Shaft

A shaft under torque develops internal shear forces as it twists. In this setup, equal and opposite torques act on the shaft PQ. To study the effect, a section is cut perpendicular to the shaft axis at an arbitrary point R. The free-body diagram of the QR segment shows the shearing forces applied by the PR portion. These forces act as the shaft resists twisting. Using equilibrium on the QR segment links the internal shear forces in the cut section to the internal torque. Here, r is the...

deformation in a circular shaft

Shear Strain in a Circular Shaft

Shear strain in a circular shaft describes how the shaft’s surface changes shape under torsion. A circular shaft keeps each cross-section flat and undistorted as it twists. Each section behaves like a rigid slab that rotates in place. To study the strain inside the shaft, consider a cylindrical section with length L and radius R. One end of this section is fixed. The radius at a point inside the section is labeled r. Before the load is applied, a small square element lies on the surface of...

circular shaft - stresses in linear range

Torsion Formula for Circular Shafts

Torsion in a circular shaft is analyzed when the applied torque stays within Hooke's law. In this linear range, the shaft does not undergo permanent deformation. The discussion uses shearing strain, shearing stress, and the modulus of rigidity to build the stress equation. The derivation also requires the moments of the small forces on a cross-section to equal the applied torque. When the shearing stress expression is rewritten, an integral term appears. This term represents the polar moment...

angle of twist - elastic range

Elastic twist in a circular shaft describes how a cylindrical shaft rotates when torque is applied. The shaft has a length L and a uniform radius r. A torque at the free end creates shearing strain, which is greatest at points farther from the shaft axis. When the shaft stays within the elastic range, the shearing strain can be written in terms of the applied torque, radial distance, polar moment of inertia, and modulus of rigidity. The polar moment of inertia is a geometric measure of how the...

angle of twist: problem solving

Shaft Torsion Between Pulleys B and C

Shaft torsion between pulleys B and C is found by analyzing how torque twists an aluminum shaft. An electric motor applies 700 N·m of torque and produces stable rotation. The shaft carries pulleys B and C, which experience torques of 300 N·m and 400 N·m. The calculation starts with a section cut between pulleys B and C. A free-body diagram is used to study the cut cross-section. Because pulley B has an anticlockwise torque, the torque at the cut must balance it in the opposite direction. The...

design of transmission shafts

Sizing a Transmission Shaft by Torque

A transmission shaft is sized from the power it must carry and the speed it rotates at. These two design limits guide the choice of shaft material and cross-sectional size. The goal is to keep the maximum shearing stress within the elastic limit while still transmitting the needed power. Power is directly linked to torque, which is the twisting force applied to the shaft. By rearranging the power relation, the torque can be found from the required power and the shaft speed. That torque value...

stress concentrations in circular shafts

Why Shafts Develop Local Stress Peaks

Circular shafts can develop local stress peaks when torque is applied through real machine parts. The elastic torsion formula works best for a circular shaft with a uniform cross-section and rigid plates fixed to its ends. In practice, torque is often passed through flange couplings or gears, and these parts use keys in keyways to connect to the shaft. That loading method changes the stress pattern near the point where torque enters the shaft. The stress distribution no longer matches the...

plastic deformation in circular shafts

Torsional Failure and Plastic Strain in Shafts

Plastic deformation in circular shafts happens when torsional force pushes the material past its yield strength. At that point, the shaft does not return to its original shape. Instead, it keeps a permanent strain. To measure this change, the stress pattern inside the shaft must be understood. The maximum shearing stress is calculated first. Then a shearing-stress-strain diagram can be drawn to find the maximum shearing strain. Shearing strain changes linearly with the distance from the shaft...

circular shafts - elastoplastic materials

Torsion Limits in Circular Shafts

Circular shafts under torsion show a clear change from elastic behavior to plastic deformation as torque increases. In the elastic limit, stress rises in direct proportion to the distance from the shaft’s center. The outer material carries the highest stress first, and the shaft can still return to its original shape. At a critical stress level, the shaft begins to yield. This marks the maximum torque the shaft can carry without permanent deformation. Beyond this point, a plastic region forms...

residual stresses in circular shafts

Residual Stress After Shaft Torsion

Residual stress can remain in a circular shaft after torque causes plastic deformation. This happens in elastoplastic materials, which show both elastic and plastic behavior. The plastic change can come from high shearing stress or large strain. Residual stress is the internal stress that stays in the material after the external force is removed. In a shaft under torque, the angle of twist does not return fully to its original value. That lasting change shows that residual stress is still...

torsion of noncircular members

Torsion in Square and Rectangular Bars

Torsion in square and rectangular bars shows how shape changes the way a material twists. Circular shafts keep their cross-sections nearly unchanged because they are axis-symmetric. That symmetry helps the stress spread evenly, so the shaft can resist torsion without distorting. Square bars behave differently because they do not have the same axial symmetry. When twisted, their cross-sections distort, although the diagonals and the lines connecting the midpoints stay as exceptions. This means...

thin-walled hollow shafts

Shear Flow in Thin-Walled Shafts

Shear flow in a thin-walled hollow shaft describes how torsional force is carried through the wall. When a small segment of width dx is isolated, it is still in equilibrium, but it experiences torsional shearing forces at its ends. These forces come from the longitudinal shearing stress on the segment's minor surface multiplied by that surface area. The result is a uniform shear flow through the structure. To study the wall more closely, a small section with length ds is considered. The force...

key terms and concepts

Learn how torque creates shear strain and angle of twist in a circular shaft. See how elastic range formulas work for uniform shafts and segmented cases.

Elastic Twist in a Circular Shaft | JoVE K12

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Elastic Twist in a Circular Shaft

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