Name: shear flow in thin-walled shafts
Uploaded: 2024-05-23T12:59:41.000Z
Duration: 1 min 15 s
Channel: JoVE

Si consideri una piccola porzione di larghezza 'dx' da un albero cavo a parete sottile di spessore 't' soggetto a carico torsionale.
Poiché la porzione è in equilibrio, le uniche forze che agiscono su di essa sono le forze di taglio esercitate sulle estremità della porzione.
Esprimendo le forze di taglio come il prodotto della sollecitazione di taglio longitudinale sulla piccola faccia e dell'area di quella faccia, si può derivare un'espressione per il flusso di taglio, che rimane costante in tutto l'asta.
Ora, consideriamo un piccolo elemento della sezione della parete dell'albero cavo di lunghezza 'ds'. L'entità della forza di taglio esercitata sull'elemento è espressa come il prodotto del flusso di taglio e della lunghezza dell'elemento.
Il momento di questa forza attorno a un punto arbitrario O all'interno della cavità dell'albero cavo si ottiene moltiplicando la forza per la distanza perpendicolare dal punto O alla linea di azione della forza.
L'integrazione dell'equazione del momento fornisce l'espressione della coppia applicata sull'intero cilindro cavo a parete sottile.

 alberi cavi a pareti sottili

Nell'analisi di un albero cavo a pareti sottili soggetto a carico torsionale, viene isolato per l'esame un segmento di larghezza dx. Nonostante il suo stato di equilibrio, questo segmento è sottoposto a forze di taglio torsionali alle sue estremità. Queste forze sono descritte quantitativamente dal prodotto dello sforzo di taglio longitudinale sulla superficie minore del segmento e dell'area di questa superficie, portando al concetto di flusso di taglio. Questo flusso di taglio è coerente in tutta la struttura, indicando una distribuzione uniforme dello stress torsionale.

Ulteriori analisi prevedono l'esame di un piccolo tratto della parete del pozzo, individuato dal ds. La forza esercitata su questa sezione dal flusso di taglio viene calcolata moltiplicando il flusso di taglio per la lunghezza della sezione. L'impatto torsionale sull'albero viene determinato calcolando il momento in cui questa forza si genera attorno ad un punto specifico, O, all'interno della cavità dell'albero. Questo calcolo implica moltiplicare la forza per la distanza da O alla linea di azione della forza, perpendicolare alla direzione della forza.

Integrando questo momento sull'intero albero si ottiene l'espressione della coppia totale che interessa il cilindro cavo. Questo calcolo integrale offre una comprensione più approfondita di come le forze torsionali influenzano il comportamento strutturale e l'integrità degli alberi cavi a pareti sottili, fornendo informazioni chiave sulla loro progettazione e analisi sotto carico torsionale.

<img alt="Equation 1" src="/files/ftp_upload/15623/15623_Equation_1.svg" style="text-align: center; height: 18px;">

Si consideri una piccola porzione di larghezza 'dx' da un albero cavo a parete sottile di spessore 't' soggetto a carico torsionale.
Dal momento che la porzione ...

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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 on that section is found by multiplying the shear flow by the section length.

The torque on the shaft is then found by taking the moment of that force about a point O inside the hollow. This means using the force and its perpendicular distance from O to the line of action. Integrating this moment around the full shaft gives the total torque on the hollow cylinder and helps show how thin-walled shafts respond to twisting load.

Shear Flow in Thin-Walled Shafts

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

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 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 shear flow and torsional shearing forces act in a thin-walled hollow shaft, and how integrating the moment gives the total torque.

Shear Flow in Thin-Walled Shafts | JoVE K12

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Shear Flow in Thin-Walled Shafts

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