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The analysis of structurally orthotropic shells by means of the compliance method
Structurally orthotropic shells analyzed by compliance method
Approximate solutions of several problems of stress concentration about holes in isotropic and orthotropic shells
Approximate solutions of stress concentration about holes in isotropic and orthotropic shells
Natural vibrations of laminated orthotropic shells of revolution
Natural vibration frequencies and mode shapes for laminated orthotropic shells of revolution using finite element method
User's manual for a digital computer program for computing the vibration characteristics of ring-stiffened orthotropic shells of revolution
Digital computer program for computing vibration characteristics of ring-stiffened orthotropic shells of revolution - users manual
Computer program for static and dynamic axisymmetric nonlinear response of symmetrically loaded orthotropic shells of revolution
Computer program for determining static and dynamic response of symmetrically loaded elastic orthotropic shells of revolution
Vibrational characteristics of orthotropic shells of revolution Summary report
Digital computer program for computing vibrational mode shapes and frequencies of linear orthotropic shells of revolution using iterative processes
Analysis of structurally orthotropic shells by means of the compliance method Annual progress report, period ending 30 Nov. 1967
Compliance analysis of structurally orthotropic shells
Computer analysis of imperfection sensitivity of ring-stiffened orthotropic shells of revolution
Stability analysis of ring-stiffened orthotropic, multilayered shells of revolution under axisymmetric torsionless loads by digital computer
On sound transmission into an orthotropic shell
A mathematical model is presented for the transmission of airborne noise through the walls of an orthotropic cylindrical shell. Parameters were varied to see how orthotropicity affected noise transmission. When compared to that for an isotropic shell, the cylinder transmission loss was found to be quite sensitive to the ratio of circumferential to axial modulus of elasticity. A modulus ratio greater than unity appears to enhance transmission loss in the mass-controlled region, while a ratio less than unity degrades it. Below the ring frequency, the trends appear to be reversed. The cylinder transmission loss appears to be relatively insensitive to changes in the shear modulus
Vibration characteristics of ring-stiffened orthotropic shells of revolution
Computer program solves vibration modes and frequencies of thin shells of revolution having general meridional curvature and orthotropic elastic properties in order to evaluate the dynamic behavior of structures with thin shelled components.
The crack problem in a specially orthotropic shell with double curvature
The crack problem of a shallow shell with two nonzero curvatures is considered. It is assumed that the crack lies in one of the principal planes of curvature and the shell is under Mode I loading condition. The material is assumed to be specially orthotropic. After giving the general formulation of the problem the asymptotic behavior of the stress state around the crack tip is examined. The analysis is based on Reissner's transverse shear theory. Thus, as in the bending of cracked plates, the asymptotic results are shown to be consistent with that obtained from the plane elasticity solution of crack problems. Rather extensive numerical results are obtained which show the effect of material orthotropy on the stress intensity factors in cylindrical and spherical shells and in shells with double curvature. Other results include the stress intensity factors in isotropic toroidal shells with positive or negative curvature ratio, the distribution of the membrane stress resultant outside the crack, and the influence of the material orthotropy on the angular distribution of the stresses around the crack tip.
The crack problem in a specially orthotropic shell with double curvature
The crack problem of a shallow shell with two nonzero curvatures is considered. It is assumed that the crack lies in one of the principal planes of curvature and the shell is under Mode I loading condition. The material is assumed to be specially orthotropic. After giving the general formulation of the problem the asymptotic behavior of the stress state around the crack tip is examined. The analysis is based on Reissner's transverse shear theory. Thus, as in the bending of cracked plates, the asymptotic results are shown to be consistent with that obtained from the plane elasticity solution of crack problems. Rather extensive numerical results are obtained which show the effect of material orthotropy on the stress intensity factors in cylindrical and spherical shells and in shells with double curvature. Other results include the stress intensity factors in isotropic toroidal shells with positive or negative curvature ratio, the distribution of the membrane stress resultant outside the crack, and the influence of the material orthotropy on the angular distribution of the stresses around the crack tip. Previously announced in STAR as N83-16782
Stress concentration around a circular hole reinforced with a rigid sleeve in a cylindrical orthotropic shell
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The analysis of structurally orthotropic shells by means of the compliance method Progress report, period ending 1 Jun. 1968
Linear shell theory elastic constant instability conditions for symmetrically loaded shells of revolution
Buckling and vibration analysis for stiffened orthotropic shells of revolution.
Development of a numerical method, using the multistep integration approach, in which the buckling and vibration analyses are formulated as a succession of linear eigenvalue problems. The method does not require an estimate of the eigenvector, and once an eigenvalue has been converged good estimates for other eigenvalues are automatically available. This is accomplished through the use of an in-core Householder scheme for solution of the eigenvalue problem. Furthermore, since the method uses an eigenvalue solution, the possibility of missing modes is eliminated.
Stiffness Properties for Dynamic Modeling of Composite Graphite-Epoxy Cylindrical Orthotropic Shells
Traditional composite lamination theory was used to predict composite graphite-epoxy laminate stiffnesses for comparison to quasi-experimental stiffnesses developed from cylindrical bottle pressure testing. Stiffness sensitivities were examined for variations in constituent materials and geometric properties. The material component interactions examined were the fiber longitudinal and transverse Young's modulus, the fiber shear modulus and primary Poisson's ratio, the resin Young's modulus, shear modulus, and Poisson's ratio. The geometric variation of the helical winding angle was also examined. Two computer programs were written to generate the data used to demonstrate the stiffness variations.
Notes on the foundations of the theory of small displacements of orthotropic shells
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