Hierarchical High-Fidelity Analysis Methodology for Buckling Critical Structures-Reference-Cited by-同舟云学术

Hierarchical High-Fidelity Analysis Methodology for Buckling Critical Structures

Published:2005-07 Issue:3 Volume:18 Page:168-178
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Arbocz Johann¹²,Starnes James H.¹²

Affiliation:

1. Professor, Faculty of Aerospace Engineering, Delft Univ. of Technology, The Netherlands.

2. Former Senior Engineer for Structures and Materials, NASA Langley Research Center, Hampton, VA 23681.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290893-1321%282005%2918%3A3%28168%29

Reference38 articles.

1. Almroth B. O. Brogan F. A. Miller E. Zele F. and Peterson H. T. (1973). Collapse analysis for shells of general shape; II. User’s manual for the STAGS-A computer code. Technical Rep. AFFDL-TR-71-8 Air Force Flight Dynamics Laboratory Wright-Patterson Air Force Base Ohio.

2. Arbocz J. (1982). “The imperfection data bank a means to obtain realistic buckling loads.” Buckling of Shells Proc. State-of-the-Art Colloquium E. Ramm ed. Springer-Verlag Berlin 535–567.

3. Arbocz J. (1992). “The effect of initial imperfections on shell stability—An updated review.” Rep. LR-695 Delft Univ. of Technology Faculty of Aerospace Engineering The Netherlands.

4. The effect of imperfect boundary conditions on the collapse behavior of anisotropic shells

5. The Effect of General Imperfections on the Buckling of Cylindrical Shells

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