Determination of Stress Intensity Factors for a Cracked Shell under Bending with Improved Shell Theories
Publication: Journal of Aerospace Engineering
Volume 19, Issue 1
Abstract
A formulation based on the linearized shallow shell theory has been developed by Delale and Erdogan to determine the stress intensity factors of a shell with a through-the-thickness crack. The drawback in the formulation is that the crack-face closure at the compressive edges when a cracked shell is subjected to a bending load is not taken into account, which results in the penetration of material at the crack faces. The present research is aimed to improve the formulation by including the effect of the crack-face closure on the stress intensity factors. Simulation of the closure is achieved by a line contact at the compressive edges of the crack faces. The unknown contact force is then computed by solving a mixed-boundary value problem iteratively to ensure that either the normal displacement of the crack face at the compressive edges equals zero or the contact pressure equals zero along the crack length. The results have shown that the crack-face closure significantly influences the magnitude of the stress intensity factors and tends to reduce the maximum stress intensity factor. The magnitude of the reduction varies with the curvatures of the shell and the ratio of the two curvatures as well.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgment
The writers are grateful for financial support from the Natural Science and Engineering Research Council of Canada (NSERC).
References
Delale, F., and Erdogan, F. (1979a). “Effect of transverse shear and material orthotropy in a cracked spherical cap.” Int. J. Solids Struct., 15, 907–926.
Delale, F., and Erdogan, F. (1979b). “Transverse shear effect in a circumferentially cracked cylindrical shell.” Q. Appl. Math., 37, 239–258.
Delale, F., and Erdogan, F. (1983). “The crack problem in a specially orthotropic shell with double curvature.” Eng. Fract. Mech., 18, 529–544.
Krenk, S. (1978). “Influence of transverse shear on an axial crack in a cylindrical shell.” Int. J. Fract., 14, 123–143.
Nagdi, P. M. (1956). “Note on the equations of shallow elastic shells.” Q. Appl. Math., 14, 331–333.
Reissner, E. (1946a). “Stresses and small displacements of shallow spherical shells, I.” J. Math. Phys., 25, 80–85.
Reissner, E. (1946b). “Stresses and small displacements of shallow spherical shells, II.” J. Math. Phys., 25, 279–300.
Reissner, E. (1958). “On some problems in shell theory: Structure mechanics.” Proc., 1st Symp. on Naval Structural Mechanics, 74.
Sih, G. C., and Hagendorf, H. C. (1977). “On cracks in shells with shear deformation.” Plates and shells with cracks, G. C. Sih, ed., Noordhoff Int., Leyden, The Netherlands, 201–229.
Theocaris, P. S., and Ioakimidis, N. I. (1977). “Numerical integration methods for the solution of singular integral equations.” Q. Appl. Math., 35, 173–183.
Young, M. J., and Sun, C. T. (1992). “Influence of crack closure on the stress intensity factor in bending plates—A classical plate solution.” Int. J. Fract., 55, 81–93.
Young, M. J., and Sun, C. T. (1993). “On the strain energy release rate for a cracked plate subjected to out-of-plane bending moment.” Int. J. Fract., 60, 227–247.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Received: Jul 20, 2004
Accepted: Mar 1, 2005
Published online: Jan 1, 2006
Published in print: Jan 2006
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.