Integro-Differential Equations for Stress Analysis in the Bridged Zone of Interface Cracks

Author(s):  
M. Perelmuter
1965 ◽  
Vol 32 (1) ◽  
pp. 67-70 ◽  
Author(s):  
A. Coull

A method is given for the direct-stress analysis of orthotropic cantilever plates, without the usual need for intermediate deflection calculations. The partial differential equation of plate theory is reduced to a set of ordinary linear differential equations by assuming Fourier-series distributions of stress couples and shear-stress resultants in the plate: The coefficients of these series are determined by the principle of least work.


1972 ◽  
Vol 11 (63) ◽  
pp. 447-450 ◽  
Author(s):  
R. I. Perla

Abstract Using geometrical arguments, Haefeli developed a stress analysis for slabs of compressible viscous materials. His analysis was based on a key parameter called the creep angle. A generalization of the creep angle, called the deformation-rate coefficient, is derived by replacing geometrical arguments with continuum mechanics. Once the deformation-rate coefficient is found from in situ measurements, the stress field of the slab can be determined from a set of hyperboic partial differential equations.


1972 ◽  
Vol 11 (63) ◽  
pp. 447-450 ◽  
Author(s):  
R. I. Perla

AbstractUsing geometrical arguments, Haefeli developed a stress analysis for slabs of compressible viscous materials. His analysis was based on a key parameter called the creep angle. A generalization of the creep angle, called the deformation-rate coefficient, is derived by replacing geometrical arguments with continuum mechanics. Once the deformation-rate coefficient is found from in situ measurements, the stress field of the slab can be determined from a set of hyperboic partial differential equations.


1994 ◽  
Vol 61 (2) ◽  
pp. 270-277 ◽  
Author(s):  
G. R. Liu ◽  
J. D. Achenbach

A new numerical method, the strip element method, is presented for the stress analysis of anisotropic linearly elastic solids. For two-dimensional problems the domain is discretized in one direction into strip elements. By using the principle of virtual work, approximate governing differential equations are derived for the field dependence in the second direction. These differential equations can be solved analytically. For infinite bodies, some special features such as infinite elements and nonreflecting boundary conditions are introduced and a viscoelastic nonreflecting boundary is also presented. Numerical results for static and dynamic problems are presented and compared with exact solutions. Very good agreement is observed. The strip element method maintains the advantages of the finite element method, but it requires much less data storage. The technique can easily be extended to solids that are inhomogeneous in one direction.


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