Murthy, MVV and Raju, KN and Viswanath, S (1981) On the bending stress distribution at the tip of a stationary crack from Reissner's theory. International Journal of Fracture, 17 . pp. 537-539. ISSN 0376-9429Full text not available from this repository.
A complete class of possible solutions is obtained for symmetric bending stresses at a crack tip in a plate using Reissner's theory to account for shear deformation. The solution, obtained in local polar coordinates, satisfies all the three force boundary conditions along the crack. The solution contains arbitrary multiplicative constants to be determined for a specific problem from conditions on the exterior boundary using standard numerical techniques. The proposed solution is demonstrated for a square plate with a central crack subjected to uniform uniaxial bending along two opposite edges.
|Item Type:||Journal Article|
|Additional Information:||Copyright for this article belongs to Springer Verlag|
|Uncontrolled Keywords:||Bending fatigue;Crack initiation;Plates (structural members);Reissner theory;Stress analysis;Stress distribution;Bessel functions;Polar coordinates;Rectangular plates;Shear strain;Stress intensity factors;Structural analysis|
|Subjects:||ENGINEERING > Structural Mechanics|
|Division/Department:||Structures Division, Materials Science Division, Structures Division|
|Depositing User:||Ms. Alphones Mary|
|Date Deposited:||04 Dec 2006|
|Last Modified:||24 May 2010 09:39|
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