Elastic Buckling of Laminated Conical Shells Using a Hierarchical High-Fidelity Analysis Procedure

Author:

Goldfeld Yiska12,Arbocz Johann12

Affiliation:

1. Senior Lecturer, Dept. of Structural Engineering, Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Technion City, Haifa 32000, Israel (corresponding author).

2. Professor Emeritus, Aerospace Structures, Faculty of Aerospace Engineering, Delft Univ. of Technology, P.O. Box 5058, 2600 GB Delft, The Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference24 articles.

1. Almroth B. O. Brogan F. A. Meller E. Zele F. and Petersen H. T. (1973). “Collapse analysis for shells of general shape.” User’s manual for STAGS—A computer code U.S. Air Force Flight Dynamics Lab. TR AFFDL TR-71-8 Wright-Patterson AFB Ohio.

2. Future directions and challenges in shell stability analysis

3. Arbocz J. and Starnes J. H. (2003). “A hierarchical high-fidelity analysis procedure for buckling critical structures.” Proc. 44th AIAA/ASME/ASCE/AHS S.S.D.M. Conf. Norfolk Va.

4. Baruch M. Arbocz J. and Zhang G. Q. (1994). “Laminated conical shells—Considerations for the variations of the stiffness coefficients.” Proc. 35th AIAA/ASME/ASCE/AHS/ASC S.S.D.M Conf. Hilton Head S.C. 2505–2516.

5. Low Buckling Loads of Axially Compressed Conical Shells

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