Dynamic Buckling of Shell Structures Subject to Longitudinal Impact

Item

Title
Dynamic Buckling of Shell Structures Subject to Longitudinal Impact
Date
1964
Index Abstract
Coming Soon
Photo Quality
Complete
Report Number
FDL TDR 64-65
Creator
Coppa, A. P.
Nash, W. A.
Corporate Author
General Electric Company
Laboratory
Air Force Flight Dynamics Laboratory
Extent
235
Identifier
AD0610514
Access Rights
Notice(s)
Distribution Classification
1
Contract
AF 33(657)-10220
DoD Project
1467
DoD Task
146703
DTIC Record Exists
No
Distribution Change Authority Correspondence
None
Abstract
Experimental and theoretical studies of the buckling and collapse of circular cylindrical and conical shells under longitudinal impact are described. Various conditions of loading were investigated such as impact with rigid, fluid, and granular media, and such effects as initial geometrical imperfections, edge support, and loading asymmetry were included. In addition, the effect of axial impact at velocities up to 391 ft/sec on the buckling of thin cylindrical shells was studied experimentally. Finally, three problems, relating to the experiments were studied theoretically: (1) the dynamic buckling of a circular cylindrical shell subject to an exial loading which varies linearly with time, using the nonlinear theory, (2) dynamic buckling of a circular cylindrical shell subject to a constant velocity end displacement, including the effects of plasticity and incorporating extremely large deflections, and (3) the inextensional shortening and collapse modes of conical shells for the complete range of end shortening.
Report Availability
Full text available
Date Issued
1964-12
Provenance
Lockheed Martin Missiles & Fire Control
Type
report
Format
1 online resource