Analysis of a one-dimensional continuous elastic medium

Biomechanics ◽  
2012 ◽  
pp. 99-113
Author(s):  
Cees Oomens ◽  
Marcel Brekelmans ◽  
Frank Baaijens
1996 ◽  
Vol 79 (6) ◽  
pp. 1441-1445
Author(s):  
R. I. Mokrik ◽  
Yu. A. Pyr'ev

2019 ◽  
pp. 37-47
Author(s):  
O V Dudko ◽  
A A Lapteva ◽  
V E Ragozina

The paper provides the investigation of a heteromodular elastic medium under dynamic loading. The heteromodularity (when the stress - strain relation depends on the deformation direction) is a distinctive feature of many natural and structural materials: rocks, porous and cohesive bulk media, fibrous and granular composites, some metal alloys, etc. The fact that the listed materials show the heteromodular property at the stage of elastic deformation should be especially taken into account when solving problems of their shock dynamics. To describe the heteromodular behavior of an elastic medium in terms of small strains we use the physically nonlinear model of V.P. Myasnikov. The accepted assumption about the one-dimensional straining reduces the nonlinear relationship of stresses and small strains to piecewise linear equations. In the case of dynamic shock deformation, the initial nonlinearity of the model is concentrated in the equations which define the velocity of the shock wave abruptly transforming the heteromodular medium from a stretched to a compressed state. In this paper we investigate the processes of generation, motion, and possible interactions of plane one-dimensional deformation waves (including shock ones) in a heteromodular elastic half-space. The points of the half-space boundary undergo one-dimensional motions according to a given non-linear law corresponding to the “stretching-compression” mode. We suggest replacing the nonstationary boundary condition of the problem by its piecewise linear approximation and constructing a connected sequence of analytical solutions with a linear boundary condition at each local time interval. The proposed approach is the basis of the numerical solving algorithm for a boundary value problem with a given nonlinear condition. It is shown that the general solution behind the shock wave consists of several local layers, which number is related to the quantity of nodes in the piecewise linear decomposition of the boundary condition. In these layers, the compression deformation is defined by the relevant part of the boundary condition and simultaneously “stores” information on the preliminary tension, which should be considered an important feature of the heteromodular medium dynamics.


1998 ◽  
Vol 84 (10) ◽  
pp. 5451-5457 ◽  
Author(s):  
Bruno Kaelin ◽  
Lane R. Johnson

Geophysics ◽  
1985 ◽  
Vol 50 (3) ◽  
pp. 425-433 ◽  
Author(s):  
Andrew E. Yagle ◽  
Bernard C. Levy

A fast algorithm for recovering profiles of density and Lamé parameters as functions of depth for the inverse seismic problem in an elastic medium is obtained. The medium is probed with planar impulsive P- and SV-waves at oblique incidence, and the medium velocity components are measured at the surface. The interconversion of P- and SV-waves defines reflection coefficients from which the medium parameter profiles are obtained recursively. The algorithm works on a layer‐stripping principle, and it is specified in both differential and recursive forms. A physical interpretation of this procedure is given in terms of a lattice filter, where the first reflections of the downgoing waves in each layer yield the various reflection coefficients for that layer. A computer run of the algorithm on the synthetic impulsive plane‐wave responses of a twenty‐layer medium shows that the algorithm works satisfactorily.


Geophysics ◽  
1987 ◽  
Vol 52 (6) ◽  
pp. 755-764 ◽  
Author(s):  
M. J. Yedlin ◽  
B. R. Seymour ◽  
B. C. Zelt

A new time‐domain method has been developed for solving for the stress and displacement of normally incident plane waves propagating in a smoothly varying one‐dimensional elastic medium. Both the Young’s modulus E and the density ρ are allowed to vary smoothly with depth. The restriction of geometrical optics, that the wavelength be much less than the material stratification length, is not required in this new method. We truncate the infinite geometrical‐optics asymptotic expansion after n terms (n = 2 in this paper), which imposes a condition on the acoustic impedance I for exact solutions to exist. The resultant expansion is uniform and exact for three general classes of impedance functions. Results are calculated for the case of a medium with a linear velocity gradient (for which there is an exact solution in the frequency domain); the results are compared with a two‐term WKBJ approximation and the new truncated expansion method. Since a linear velocity gradient is not one of the foregoing classes of impedance functions, a curve‐fitting approach is necessary. The results show that the new method compares favorably to both the WKBJ results and the exact solution and is accurate to within the error of the required curve fit. Two classes of synthetic seismograms are then calculated for smooth velocity and density variations. The same impedance as a function of traveltime is used for both classes. In the first class the principal variation in impedance is due to velocity, while in the second it is mainly due to density. The amplitudes in both classes of synthetic seismograms are very similar, but, as expected, the traveltime curves for each class are widely separated.


Sign in / Sign up

Export Citation Format

Share Document