Torsion: Difference between revisions
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The following notation is used throughout the torsion topic, unless noted otherwise: | The following notation is used throughout the torsion topic, unless noted otherwise: | ||
* <tex>B</tex> ... [[bimoment]] | |||
* <tex>I_{\omega}</tex> ... [[sectorial moment of inertia]] | |||
* <tex>\phi</tex> ... angle of rotation due to torsional moment | * <tex>\phi</tex> ... angle of rotation due to torsional moment | ||
* <tex>\phi'</tex> ... first derivative of <tex>\phi</tex> with respect to the local X axis of the member | * <tex>\phi'</tex> ... first derivative of <tex>\phi</tex> with respect to the local X axis of the member | ||
* <tex>\phi''</tex> ... second derivative of <tex>\phi</tex> with respect to the local X axis of the member | * <tex>\phi''</tex> ... second derivative of <tex>\phi</tex> with respect to the local X axis of the member | ||
* <tex>\phi'''</tex> ... third derivative of <tex>\phi</tex> with respect to the local X axis of the member | * <tex>\phi'''</tex> ... third derivative of <tex>\phi</tex> with respect to the local X axis of the member | ||
== Torsion of Solid Sections == | == Torsion of Solid Sections == | ||
Revision as of 05:27, 22 September 2009
The twist or deformation of a body set up by a torque.
Torsion Theories
- Saint Venant torsion theory - basic torsion theory for which warping is not restrained
- Vlasov torsion theory - more general torsion theory for which warping can be restrained
Notation
The following notation is used throughout the torsion topic, unless noted otherwise:
- <tex>B</tex> ... bimoment
- <tex>I_{\omega}</tex> ... sectorial moment of inertia
- <tex>\phi</tex> ... angle of rotation due to torsional moment
- <tex>\phi'</tex> ... first derivative of <tex>\phi</tex> with respect to the local X axis of the member
- <tex>\phi</tex> ... second derivative of <tex>\phi</tex> with respect to the local X axis of the member
- <tex>\phi</tex> ... third derivative of <tex>\phi</tex> with respect to the local X axis of the member
Torsion of Solid Sections
Torsion of Closed Thin-Walled Sections
Shear stress due to torsion in a thin-walled noncircular shell can be calculated as follows (Lindeburg 2003):
<tex>\tau = \frac{T}{2At}</tex>
where
- <tex>\tau</tex> ... shear stress
- <tex>T</tex> ... applied torsion
- <tex>A</tex> ... area enclosed by the centerline of the shell
- <tex>t</tex> ... sheel thickness
Torsion of Open Thin-Walled Sections
See Also
References
- AISC Design Guide 9: Torsional Analysis of Structural Steel Members (1996)
- Michael R. Lindeburg: Civil Engineering Reference Manual for the PE Exam, 9th Edition, 2003, p. 45-14 (eq. 45.54)
| Home > Topics > Traditional Analysis Methods > Torsion e | |
| Overview | Torsion · Saint Venant torsion theory · Vlasov torsion theory · Torsion formulas |
| Topics | Warping · Bimoment |