Bimoment

Bimoment (aka warping moment)^[1] is a term used in the analysis of beams (continuum mechanics) that relates to torsion and warping. Its symbol is Mω.^[2]

Bimoment show the distributions at a cross-section of (longitudinal) warping stress in cases of torsional warping and distortional warping, respectively.^[3] Generally, a bimoment can be represented by a pair of equal and opposite bending moments.^[4]

References

^ Chen, Wai-Fah; Atsuta, Toshio (15 December 2007). Theory of Beam-Columns, Volume 2: Space Behavior and Design. p. 274. ISBN 9781932159776. Retrieved February 11, 2012.
^ Wai-Fah Chen, Toshio Atsuta (2008). Theory of Beam-Columns, Volume 2: Space Behavior and Design. McGraw-Hill Inc. ISBN 9781932159776. Retrieved December 6, 2011.
^ Methods of analysis and design of concrete boxbeams with side cantilevers: Technical report. Cement and Concrete Association. 1974. p. 1974. ISBN 9780721009599. Retrieved February 11, 2012.
^ Proceedings - Institution of Civil Engineers: Research and theory, Volume 63. Institution of Civil Engineers. 1977. p. 848. Retrieved February 11, 2012.

External links

Stability of Structures: Elastic, Inelastic, Fracture and Damage Theories

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[1] Chen, Wai-Fah; Atsuta, Toshio (15 December 2007). Theory of Beam-Columns, Volume 2: Space Behavior and Design. p. 274. ISBN 9781932159776. Retrieved February 11, 2012.

[2] Wai-Fah Chen, Toshio Atsuta (2008). Theory of Beam-Columns, Volume 2: Space Behavior and Design. McGraw-Hill Inc. ISBN 9781932159776. Retrieved December 6, 2011.

[3] Methods of analysis and design of concrete boxbeams with side cantilevers: Technical report. Cement and Concrete Association. 1974. p. 1974. ISBN 9780721009599. Retrieved February 11, 2012.

[4] Proceedings - Institution of Civil Engineers: Research and theory, Volume 63. Institution of Civil Engineers. 1977. p. 848. Retrieved February 11, 2012.

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