Abetract-The analytical solution of the field at the tip of a rigid inclusion under longitudinal shear is derived for a power law hardening material. Using the hodograph transformation the singularity and the angular distribution of stresses and strains are determined. A comparison of the fields for
Debonding of rigid curvilinear inclusions in longitudinal shear deformation
โ Scribed by G.P. Sendeckyj
- Publisher
- Elsevier Science
- Year
- 1974
- Tongue
- English
- Weight
- 828 KB
- Volume
- 6
- Category
- Article
- ISSN
- 0013-7944
No coin nor oath required. For personal study only.
โฆ Synopsis
The problem of two s~mnletric~Iffy placed intefface cracks at rigid curvilinear inclusions under f~~n~ittidin~~l shear deformation is considered. A solution valid for arbitrary in~ltlsion shapes is found, It depends on a parameter ,O describing the cracks. For fi = e"' where LY is an angle, the cracks lie in the interface. For @ real and greater than unity. we have two radial cracks ~rn~~n~itin~ from a curvilinear cavity. The solutjon for,6 = 1 corresponds to a ~ompletefy dehonded inclusion.
Exampfes of elliptic. square with rounded corners, and re~tan~lllar incfusjons are worked out in detail. It is shown that the crack tip stress intensity factor becomes in~nite for interface cracks term;nat~n~ at cusps and corners. This phenomenon is attributed to the change in the nature of the sin~ufa~ty as the crack tip approaches a cusp or corner. The singularity is three-quarter power at a cusp and two-thirds power at a corner of a rectangular inclusion. Finally, the application ofthe results to composite materials is indicated.
๐ SIMILAR VOLUMES
The analytical solution of the singular field at the apex of a rigid wedge embedded in a power law hardening material under longitudinal shear is presented. By the use of the hodograph transformation the singularity and angular distribution of stresses and strains are analytic&y determined. Special