Progressive damage and fracture of large shell structures is investigated. A computer model is used for the assessment of structural response, progressive fracture resistance, and defect/damage tolerance characteristics. Critical locations of a stiffened conical shell segment are identified. Defective and defect-free computer models are simulated to evaluate structural damage/defect tolerance. Safe pressurization levels are assessed for the retention of structural integrity at the presence of damage/defects. Damage initiation, growth, accumulation, and propagation to fracture are included in the simulations. Damage propagation and burst pressures for defective and defect-free shells are compared to evaluate damage tolerance. Design implications with regard to defect and damage tolerance of a large steel pressure vessel are examined.
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e-mail: levon@clarkson.edu
e-mail: cchamis@lerc.nasa.gov
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Research Papers
Damage Tolerance of Large Shell Structures
L. Minnetyan,
L. Minnetyan
Department of Civil and Environmental Engineering, P.O. Box 5710, Clarkson University, Potsdam, NY 13699-5710
e-mail: levon@clarkson.edu
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C. C. Chamis
C. C. Chamis
Structures Division, Lewis Research Center, National Aeronautics and Space Administration, MS 49-7, Cleveland, OH 44135
e-mail: cchamis@lerc.nasa.gov
Search for other works by this author on:
L. Minnetyan
Department of Civil and Environmental Engineering, P.O. Box 5710, Clarkson University, Potsdam, NY 13699-5710
e-mail: levon@clarkson.edu
C. C. Chamis
Structures Division, Lewis Research Center, National Aeronautics and Space Administration, MS 49-7, Cleveland, OH 44135
e-mail: cchamis@lerc.nasa.gov
J. Pressure Vessel Technol. May 1999, 121(2): 188-195 (8 pages)
Published Online: May 1, 1999
Article history
Received:
July 21, 1998
Revised:
January 21, 1999
Online:
February 11, 2008
Citation
Minnetyan, L., and Chamis, C. C. (May 1, 1999). "Damage Tolerance of Large Shell Structures." ASME. J. Pressure Vessel Technol. May 1999; 121(2): 188–195. https://doi.org/10.1115/1.2883685
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