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Plane stress analysis with isosceles trapizoidal bar cellsCharania, Hajimohammed Gulamhussin January 1968 (has links)
A bar cell in the form of an isosceles trapezoid suitable for solution of two dimensional problems is introduced involving two new concepts, one that of overlapping bars and the other of a variable angle parameter. Based on the Identity of corner displacements of the cell and a similarly shaped piece of plate in conditions of uniform stress, expressions for the bar areas are derived in terms of Poisson's ratio, the geometry of the cell and a variable angle parameter. The stiffness matrix of the cell is derived further by combining different displacement modes.
Two methods of calculating stresses, one by the nodal displacements and the other by the nodal force concentrations, are described.
Two examples involving a rectangular plate and a partial sector of a circular plate illustrate the application of the finite element method using trapezoidal bar as well as no-bar cells and their results are compared with the exact elasticity solution. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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Axisymmetric vibration of thin conical shells /Dreher, John F. January 1966 (has links)
No description available.
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The vibrations and stability of noncircular cylindrical shells /Elsbernd, Gerald Francis January 1971 (has links)
No description available.
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Forced vibration of thin elastic shells with application to fractional horsepower hermetic refrigeration compressor shells /Brookbank, Earl Bruce January 1978 (has links)
No description available.
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Finite-amplitude vibration of clamped and simply-supported circular platesAl-Khattat, Ibrahim Mahdi January 2011 (has links)
Digitized by Kansas Correctional Industries
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Transducer-baffle interactionMarshall, Laurie D. 12 1900 (has links)
No description available.
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FINITE AXISYMMETRIC DEFORMATION OF A THIN SHELL OF REVOLUTION.KEPPEL, WILLIAM JAMES. January 1984 (has links)
The finite axisymmetric deformation of a thin shell of revolution is treated in this analysis. The governing differential equations are given for hyperelastic shell materials with Mooney-Rivlin and exponential strain energy density functions. These equations are solved numerically using a 4th order Runge-Kutta integration procedure. A generalized Newton-Raphson iteration process is used to systematically improve trial solutions of the differential equations. The governing differential equations are differentiated with respect to time to derive associated rate equations. The rate equations are solved numerically to generate the tangent stiffness matrix which is used to determine the load deformation history of the shell with incremental loading. Numerical examples are presented to illustrate the major characteristics of the nonlinear shell behavior and recommendations are made for future research.
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Axisymmetric buckling of annular sandwich panels.Amato, Amelio John, January 1970 (has links)
Thesis--University of Florida, 1970. / Manuscript copy. Vita. Description based on print version record. Bibliography: leaves 171-183.
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A generalized beam on elastic foundation model for fracture studies /Liu, Tak-wing. January 1988 (has links)
Thesis (M. Phil.)--University o9f Hong Kong, 1989.
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A generalized beam on elastic foundation model for fracture studies廖德榮, Liu, Tak-wing. January 1988 (has links)
published_or_final_version / Mechanical Engineering / Master / Master of Philosophy
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