Bending With Large Deflection Of A Clamped Rectangular Plate With Length Width Ratio Of 15 Under Normal Pressure
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Author | : Samuel Levy |
Publisher | : |
Total Pages | : 47 |
Release | : 1942 |
Genre | : Plates (Engineering) |
ISBN | : |
The maximum stresses and center deflection at high pressures differ less than 3 percent from those derived by Boobnov for an infinitely long plate with clamped edges. This agreement suggests that clamped plates with a length-to-width ratio greater than 1.5 may be regarded as infinitely long plates for purposes of design.
Author | : |
Publisher | : |
Total Pages | : 546 |
Release | : 1947 |
Genre | : Aeronautics |
ISBN | : |
Author | : United States. National Advisory Committee for Aeronautics |
Publisher | : |
Total Pages | : 884 |
Release | : |
Genre | : Aeronautics |
ISBN | : |
Author | : Wendell Frederick Hess |
Publisher | : |
Total Pages | : 510 |
Release | : 1947 |
Genre | : Aluminum alloys |
ISBN | : |
Results of tests show that a slowly rising condenser-discharge preheat current with a rapidly rising welding current afford no less expulsion than a rapidly rising welding current alone, and was inferior to a slowly rising welding current alone. In one case using slowly rising current for preheating and welding proved beneficial although generally, utilizing a raised electrode welding force to decrease expulsion was more practicable. Postheating had no effect on sheart strength until the current sufficient to remelt the welds, which greatly increased the weld diameter and shear strength.
Author | : |
Publisher | : |
Total Pages | : 228 |
Release | : 1941 |
Genre | : Technology |
ISBN | : |
Author | : Chi-Teh Wang |
Publisher | : |
Total Pages | : 34 |
Release | : 1948 |
Genre | : Plates (Engineering) |
ISBN | : |
This document presents the solution of Von Karman equations for thin plates with large deflections for special cases of rectangular plates of 1.5 and 2.0 length-width ratios under uniform normal pressure. The boundary conditions approximate panels with riveted edges under normal pressure greater than that of the surrounding panels. Center deflections (to twice the plate thickness), membrane stresses, and extreme-fiber bending stresses are given as functions of the pressure. For small deflections, the results are consistent with those given by Timoshenko.
Author | : |
Publisher | : |
Total Pages | : 37 |
Release | : 1948 |
Genre | : |
ISBN | : |
Von Karman's equations for thin plates with large deflections are solved for the special cases of rectangular plates having ratios of length to width of 1.5 and 2 and loaded by uniform normal pressure. The boundary conditions are such as to approximate panels with riveted edges under normal pressure greater than that of the surrounding panels. Center deflections, membrane stresses, and extreme-fiber bending stresses are given as functions of the pressure for center deflections up to twice the thickness of the plate. For small deflections the results are consistent with those given by Timoshenko.
Author | : |
Publisher | : |
Total Pages | : 810 |
Release | : 1939 |
Genre | : Technology |
ISBN | : |
Author | : United States. National Bureau of Standards |
Publisher | : |
Total Pages | : 418 |
Release | : 1942 |
Genre | : Technology |
ISBN | : |
Author | : Warren C. Young |
Publisher | : McGraw Hill Professional |
Total Pages | : 1073 |
Release | : 2011-08-12 |
Genre | : Technology & Engineering |
ISBN | : 0071742484 |
THE MOST COMPLETE, UP-TO-DATE GUIDE TO STRESS AND STRAIN FORMULAS Fully revised throughout, Roark's Formulas for Stress and Strain, Eighth Edition, provides accurate and thorough tabulated formulations that can be applied to the stress analysis of a comprehensive range of structural components. All equations and diagrams of structural properties are presented in an easy-to-use, thumb, through format. This extensively updated edition contains new chapters on fatigue and fracture mechanics, stresses in fasteners and joints, composite materials, and biomechanics. Several chapters have been expanded and new topics have been added. Each chapter now concludes with a summary of tables and formulas for ease of reference. This is the definitive resource for designers, engineers, and analysts who need to calculate stress and strain management. ROARK'S FORMULAS FOR STRESS AND STRAIN, EIGHTH EDITION, COVERS: Behavior of bodies under stress Principles and analytical methods Numerical and experimental methods Tension, compression, shear, and combined stress Beams; flexure of straight bars Bending of curved beams Torsion Flat plates Columns and other compression members Shells of revolution; pressure vessels; pipes Bodies in contact undergoing direct bearing and shear stress Elastic stability Dynamic and temperature stresses Stress concentration factors Fatigue and fracture mechanics Stresses in fasteners and joints Composite materials Biomechanics