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THEORETICAL AND EXPERIMENTAL ANALYSIS OF SEVERAL TYPICAL JUNCTIONS IN SPACE VEHICLE SHELL STRUCTURES. PRELIMINARY DRAFT
Analysis of several typical junctions in space vehicle shell structures
RADIATIVE HEAT-TRANSFER CALCULATIONS FOR INFINITE SHELLS WITH CIRCULAR-ARC SECTIONS, INCLUDING EFFECTS OF AN EXTERNAL SOURCE FIELD
Diffuse radiation from infinite shells with circular-arc sections - source field effects
CONFIGURATIONS OF SUPERCONDUCTING SHELLS REQUIRED FOR NEAR CRITICAL UNIFORM MAGNETIC FIELDS
Superconducting shells for near critical uniform magnetic fields
ON THE POSTBUCKLING BEHAVIOR OF THIN CYLINDRICAL SHELLS
Results of tests on postbuckling equilibrium positions of isotropic thin-walled circular cylindrical shells under axial compression, external pressure and combined loading are reported and compared with available theoretical results.
Local Circumferential Buckling of Thin Circular Cylindrical Shells
The problem of circumferential buckling of a thin circular cylindrical shell due to compressive hoop stresses which vary in the axial direction is examined. For extremely localised compressive hoop stress distributions resulting from thermal discontinuity effects, or from a uniform, radial line loading, the buckle pattern should also be localised. Simplified analyses into these two types of problem are considered which show that only a limited number of buckle deflection modes needs to be assumed.
A SURVEY OF RESEARCH ON THE STABILITY OF HYDROSTATICALLYLOADED SHELL STRUCTURES CONDUCTED AT THE DAVID TAYLOR MODEL BASIN
Experimental and theoretical studies have been carried out to investigate the stability of ring-stiffened cylinders and hemispherical shells under hydrostatic pressure. The use of accurately machined models has been found extremely valuable in improving the quality of experimental data, thereby permitting a more careful examination of theory. As a result, the effects of boundary conditions and other factors usually masked by the influence of structural imperfections have been clarified. So far these studies have caused the investigators to regard classical small-deflection theory with increasing confidence.
SIMILITUDE REQUIREMENTS FOR SCALE MODEL DETERMINATION OF SHELL BUCKLING UNDER IMPULSIVE PRESSURES
Similitude requirements in scale model determination of shell buckling under impulsive pressures
ON SEVERAL RESEARCH PROBLEMS OF THE INSTABILITY OF SHELL STRUCTURES
Shell structure instability
RECENT SOVIET CONTRIBUTIONS TO INSTABILITY OF SHELL STRUCTURES
Shell structure instability - soviet contributions
BURBANK A REVIEW OF SOME AVAILABLE TECHNIQUES FOR PREDICTING GENERAL INSTABILITY OF SHELL STRUCTURES
Techniques available for shell structure instability prediction
NON-LINEAR SHALLOW SHELL ANALYSIS BY THE MATRIX FORCE METHOD
Nonlinear shallow shell analysis by the matrix force method
A CONTRIBUTION TO THE THEORY OF FOLDING DEFORMATIONS IN EXPANDABLE STRUCTURES WITH A PARTICULAR APPLICATION TO TOROIDAL SHELLS
Theory of folding deformations in expandable structures, toroidal shells
THE BUCKLING OF A FREE EDGE OF AN AXIALLY-COMPRESSED CIRCULAR CYLINDRICAL SHELL
Buckling of a free edge of an axially compressed circular cylindrical shell
LOWER BOUNDS FOR THE BUCKLING PRESSURE OF SPHERICAL SHELLS
Hydrostatic buckling pressure calculations for spherical shells
ANALYSIS OF STRESS AT SEVERAL JUNCTIONS IN PRESSURIZED SHELLS
Stress analysis at several junctions of pressurized shells
DEFORMATION OF MAGNETIC SHELLS DURING MAGNETIC STORMS
Deformation of magnetic shells during magnetic storms
SOME EXACT SOLUTIONS OF THE PROBLEM OF AXISYMMETRIC BENDING OF THIN SPHERICAL SHELLS
Exact solution of axisymmetrical bending equations for thin, spherical shells expressed as power series