Name: torsion in square and rectangular bars
Uploaded: 2024-05-23T12:59:41.000Z
Duration: 1 min 16 s
Channel: JoVE

Durante o carregamento de torção, as seções transversais dos eixos circulares permanecem planas e sem distorções, pois são simétricas ao eixo.
No entanto, devido à falta de simetria de eixo em uma barra quadrada, qualquer linha em sua seção transversal, além de suas diagonais e as linhas que unem os pontos médios dessa seção transversal, distorcerá quando a barra for torcida.
Considere um pequeno elemento cúbico em um canto da seção transversal de uma barra quadrada em torção. A face do elemento perpendicular a cada eixo faz parte da superfície livre da barra, portanto, todas as tensões nessas faces e nos cantos da seção transversal são zero. 
Como resultado, aqui, não se pode presumir que a tensão de cisalhamento varie linearmente com a distância do eixo.
A tensão máxima de cisalhamento ocorre ao longo da linha central da face mais larga da barra e pode ser expressa em termos da largura de suas faces mais largas e mais estreitas. Da mesma forma, o ângulo de torção também é definido em termos dessas duas larguras.
Aqui, os coeficientes, c1 e c2, dependem apenas da razão das dimensões das duas faces.

torção de elementos não circulares

Torsion of Noncircular Members

Elementos circulares submetidos a tensões de torção mantêm sua integridade de seção transversal devido à sua natureza axissimétrica. Esta simetria garante uma distribuição uniforme das tensões, permitindo que o elemento resista à torção sem se deformar. Em contraste, as barras quadradas, sem esta simetria axial, sofrem uma distorção significativa em suas seções transversais quando submetidas à torção, com exceção de ao longo de suas diagonais e nas linhas que conectam os pontos médios. Um exame detalhado de um segmento cúbico no canto da seção transversal de uma barra quadrada revela que seus lados voltados para fora, que fazem parte do exterior da barra, estão livres de tensões. Isto indica que a tensão nessas superfícies e nos cantos da seção transversal é nula, levando à conclusão de que a tensão de cisalhamento não se distribui linearmente com a distância do eixo nessas barras.

Isto pode ser generalizado para barras com seções transversais retangulares. Neste caso, a tensão de cisalhamento atinge o seu pico ao longo da linha central da face mais larga da barra. Esta tensão máxima, juntamente com o ângulo de torção, depende das dimensões da barra, ou seja, das larguras das suas faces mais largas e das mais estreitas. A determinação desses parâmetros envolve coeficientes específicos, denominados c_1 e c_2, que são calculados com base na relação entre as dimensões da face da barra. 

<img alt="Equation 1" src="/files/ftp_upload/15622/15622_Equation_1.svg" style=" height: 54px;">

Este cálculo destaca a relação entre as propriedades geométricas da barra e sua resposta à carga de torção, ressaltando a importância de se considerar a forma e as dimensões dos materiais ao avaliar seu comportamento sob torção.

Torção de Elementos Não Circulares

Durante o carregamento de torção, as seções transversais dos eixos circulares permanecem planas e sem distorções, pois são simétricas ao eixo.
No entanto, devido à falta ...

Education

JoVE Core

Mechanical Engineering

Engenharia Mecânica

Unit 1

Unidade 1

Torsion

Torção

KEY TERMS AND CONCEPTS

TERMOS E CONCEITOS-CHAVE

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 the twisting pattern is not uniform across the whole bar.

A close look at a small cubic element at the corner of a square bar shows another key detail. The outer sides of that corner element are part of the bar’s surface, and they are stress-free. So the stress at the surface and at the corners is zero. That also shows shearing stress does not increase in a simple linear way with distance from the axis in these bars.

The same idea applies to bars with rectangular cross-sections. In a rectangular bar, the shearing stress is greatest along the centerline of the wider face. The maximum stress and the angle of twist both depend on the bar’s dimensions, especially the widths of the wider and narrower faces. Engineers use coefficients called c1 and c2 to find these values from the ratio of the face dimensions.

Torsion in Square and Rectangular Bars

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

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 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

See how square and rectangular bars twist under torsion, why corners can be stress-free, and how bar dimensions affect maximum shear stress and angle of twist.

Torsion in Square and Rectangular Bars | JoVE K12

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Torsion in Square and Rectangular Bars

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