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Attenuation of stresses for buried cylinders

Burns, J.Q. / Richard, R.M.

Analysis is presented for interaction of elastic circular cylindrical shell embedded in elastic medium which is loaded by surface overpressure; nondimensionalized equations are presented for interaction loads between shell and medium for thrusts, moments, and displacements in shell, and for stresses and displacements throughout medium; analysis is made through use of extensional shell theory for shell and Michell's formulation of Airy's stress function for medium; equations for medium reduce to free cavity case if shell stiffnesses become zero, and reduce to rigid inclusion case if shell stiffnesses become infinite.

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Attenuation of stresses for buried cylinders

Burns, J.Q. / Richard, R.M.

Analysis is presented for interaction of elastic circular cylindrical shell embedded in elastic medium which is loaded by surface overpressure; nondimensionalized equations are presented for interaction loads between shell and medium for thrusts, moments, and displacements in shell, and for stresses and displacements throughout medium; analysis is made through use of extensional shell theory for shell and Michell's formulation of Airy's stress function for medium; equations for medium reduce to free cavity case if shell stiffnesses become zero, and reduce to rigid inclusion case if shell stiffnesses become infinite.

Attenuation of stresses for buried cylinders

Burns, J.Q. / Richard, R.M.

Analysis is presented for interaction of elastic circular cylindrical shell embedded in elastic medium which is loaded by surface overpressure; nondimensionalized equations are presented for interaction loads between shell and medium for thrusts, moments, and displacements in shell, and for stresses and displacements throughout medium; analysis is made through use of extensional shell theory for shell and Michell's formulation of Airy's stress function for medium; equations for medium reduce to free cavity case if shell stiffnesses become zero, and reduce to rigid inclusion case if shell stiffnesses become infinite.

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Title:

Attenuation of stresses for buried cylinders

Additional title:

Arizona. Univ -- Symposium Soil-Structure Interaction -- Proc

Contributors:

Burns, J.Q. (author) / Richard, R.M. (author)

Conference:

Proceedings of the Arizona University -- Symposium of Soil-Structure Interaction ; 1964

Published in:

Arizona. University -- Symposium of Soil-Structure Interaction -- Proceedings

Publication date:

1964

Size:

15 pages

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

© Metadata Copyright Elsevier B. V. All rights reserved.

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