191 |
Swirling laminar flow between parallel plates and concentric cylinders /Wilson, James F. January 1967 (has links)
No description available.
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192 |
The vibrations and stability of noncircular cylindrical shells /Elsbernd, Gerald Francis January 1971 (has links)
No description available.
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193 |
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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194 |
THE BEHAVIOR OF SIMPLY SUPPORTED PLATES UNDER EXTREME SHEAR LOADINGHafez, Mhd Ammar January 2016 (has links)
No description available.
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195 |
Numerically Integrated MVCCI Technique For Fracture Analysis Of Plates And Stiffened PanelsPalani, G S 07 1900 (has links) (PDF)
No description available.
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196 |
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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197 |
Transducer-baffle interactionMarshall, Laurie D. 12 1900 (has links)
No description available.
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198 |
The use of elastic finite elements in the design of reinforced concrete flat platesGentry, T. Russell 08 1900 (has links)
No description available.
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199 |
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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200 |
TESTS OF GUSSET PLATE CONNECTIONS.Chakrabarti, Sekhar Kumar. January 1983 (has links)
No description available.
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