STANDARDIZED COMPLEX AND LOGARITHMIC EIGENSOLUTIONS FOR N-MATERIAL WEDGES AND JUNCTIONS

Citation
Ss. Pageau et al., STANDARDIZED COMPLEX AND LOGARITHMIC EIGENSOLUTIONS FOR N-MATERIAL WEDGES AND JUNCTIONS, International journal of fracture, 77(1), 1996, pp. 51-76
Citations number
21
Categorie Soggetti
Mechanics
ISSN journal
03769429
Volume
77
Issue
1
Year of publication
1996
Pages
51 - 76
Database
ISI
SICI code
0376-9429(1996)77:1<51:SCALEF>2.0.ZU;2-S
Abstract
The Airy stress eigenfunction expansion of Williams [1] has been used to obtain simple expressions for the angular variations of the stress and displacement fields for n-material wedges and junctions subjected to inplane loading. This formulation applies to real and complex roots , as well as the special transition case giving rise to r(-omega) ln(r ) singular behavior. The asymptotic behavior of the general problem is similar to that of the bi-material interface crack. In the case of re al roots, the stress and displacement expressions can be determined to within a multiplicative real constant (amplification), while for the complex case, the fields are determined to within a multiplicative com plex constant (amplification plus rotation). Because of the rotation i n the complex case, there are an infinite number of equivalent ways to express the angular variations (eigenfunctions) of the stress and dis placement fields. Therefore, the fields are standardized in terms of ' generalized stress intensity factors' that are consistent with the bi- material interface crack and the homogeneous crack problems. As in the bi-material crack problem, for the complex case there are two stress intensity factors for each admissible order of the stress singularity. For specific n-material wedges and junctions, a small variation of ma terial properties and/or geometry can change the eigenvalues from a pa ir of complex conjugate roots to two distinct real roots or vice-versa . An r(-omega) ln(r) singularity associated with a nonseparable soluti on in r and theta exists at this point of bifurcation. Such behavior r equires an adjustment in the standard eigenfunction approach to insure bounded stress intensity factors. The proper form of the solution is given both at and near this special material combination, and the smoo th transition of the eigenfunctions as the roots change from real to c omplex is demonstrated in the results. Additional eigenfunction result s are provided for particular cases of 2 and 3-material wedges and jun ctions.