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Journal ArticleDOI

Dynamic Stresses in an Elastic Cylinder

C. C. Mow, +1 more
- 01 Jun 1963 - 
- Vol. 89, Iss: 3, pp 21-42
TLDR
In this paper, an arbitrarily thick elastic cylinder in an infinite elastic medium during the passage of plane, compressional, harmonically time-varying waves is investigated, and the maximum dynamic stresses in both the cylinder and the medium are 10% to 20% higher than their corresponding static values.
Abstract
Dynamic stresses in an arbitrarily thick elastic cylinder in an infinite elastic medium during the passage of plane, compressional, harmonically time-varying waves are investigated. Dynamic stresses around the cylinder in the elastic medium are also determined. Numerical results for two different cylinders with ratios of outer radius and inner radius ranging from 1.05 to 1.20 are presented in dimensionless form. It is demonstrated that the maximum dynamic stresses in both the cylinder and the medium are 10% to 20% higher than their corresponding static values. It is noted that the maximum values of dynamic stresses obtained under the harmonically varying waves are identical to the maximum values obtained under the step-pulse loading, both for the unlined cavity and for the thin-shell lining case. Thus, it is believed that the values presented in the paper can be used for design purposes.

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Journal ArticleDOI

Seismic response of a cylindrical shell embedded in a layered viscoelastic half-space; I, Formulation

TL;DR: In this paper, a method to obtain the three-dimensional harmonic response of a infinitely long cylindrical shell of circular cross-section embedded in a layered viscoelastic half-space and subjected to harmonic plane waves impinging at an oblique angle with respect to the axis of the shell is presented.
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Dynamic response of lined tunnels by an isoparametric boundary element method

TL;DR: In this paper, the authors investigated the dynamic stress concentration in the lining of a circular cylindrical tunnel excavated in a linear elastic or viscoelastic medium of infinite extent under conditions of plane strain.
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Dynamic Stresses and Displacements in Buried Pipe

TL;DR: In this paper, the dynamic response of a pipeline buried in a semi-infinite elastic medium is investigated, where the incident disturbances are assumed to be plane waves moving perpendicular to the axis of the pipeline.
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A coupled finite element–rigid block method for transient analysis of rock caverns

TL;DR: In this paper, a coupled finite element-rigid block model for the transient analysis of caverns in jointed media is presented, which permits the modelling of lined openings in a jointed rock mass as well as the propagation of stress waves to the cavern.
Journal ArticleDOI

Dynamic stress analysis of a functionally graded material plate with a circular hole

TL;DR: In this article, the dynamic stress distribution of a functionally graded material (FGM) plate with a circular hole under plane compressional waves at infinity was derived based on the complex variable method.
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