Read Books Online and Download eBooks, EPub, PDF, Mobi, Kindle, Text Full Free.
Dynamic Plastic Buckling Of Stringer Stiffened Circular Cylindrical Shells Subjected To Axial Impact
Download Dynamic Plastic Buckling Of Stringer Stiffened Circular Cylindrical Shells Subjected To Axial Impact full books in PDF, epub, and Kindle. Read online Dynamic Plastic Buckling Of Stringer Stiffened Circular Cylindrical Shells Subjected To Axial Impact ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Book Synopsis Dynamic Plastic Buckling of Stringer-stiffened Circular Cylindrical Shells Subjected to Axial Impact by : Efthimios Alexander Papageorgiou
Download or read book Dynamic Plastic Buckling of Stringer-stiffened Circular Cylindrical Shells Subjected to Axial Impact written by Efthimios Alexander Papageorgiou and published by . This book was released on 1978 with total page 256 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Buckling Experiments: Experimental Methods in Buckling of Thin-Walled Structures, Volume 2 by : Josef Singer
Download or read book Buckling Experiments: Experimental Methods in Buckling of Thin-Walled Structures, Volume 2 written by Josef Singer and published by John Wiley & Sons. This book was released on 2002-08-12 with total page 1140 pages. Available in PDF, EPUB and Kindle. Book excerpt: * Edited by Josef Singer, the world's foremost authority on structural buckling. * Time-saving and cost-effective design data for all structural, mechanical, and aerospace engineering researchers.
Book Synopsis A Note on the Dynamic Instability of Stiffened Cylindrical Shells by : Jerome M. Klosner
Download or read book A Note on the Dynamic Instability of Stiffened Cylindrical Shells written by Jerome M. Klosner and published by . This book was released on 1968 with total page 23 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dynamic instability of long, stiffened circular cylindrical shells subjected to time-independent loads is investigated. It is assumed that the stiffeners are spaced sufficiently close so that their properties can be averaged out. The equations of motion of the structure is determined by using a nonlinear orthotropic shell theory of the Karman-Tsien type. An approximate deflection function with time-dependent coefficients is assumed and a Ritz-Galerkin procedure applied to yield four coupled, nonlinear differential equations. These equations are solved numerically for an applied axial compressive load. A dynamic buckling instability criterion is established. (Author).
Book Synopsis Dynamic Buckling of Shell Structures Subject to Longitudinal Impact by : A. P. Coppa
Download or read book Dynamic Buckling of Shell Structures Subject to Longitudinal Impact written by A. P. Coppa and published by . This book was released on 1962 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: Investigations dealing with the buckling of thin cylindrical and conical shells subject to axial impact are described. The studies consisted of experimental and theoretical efforts directed toward obtaing a qualitative and quantitative understanding of the dynamic buckling behavior of such shells under a variety of conditions. The conditions studied include different longitudinal conditions imposed on the impacted end of the shell and internal pressurization. In addition, methods of increasing the specific energy dissipation capacity of shells subject to axial impact were studied. A number of interesting results were obtained. It was demonstrated experimentally that buckling of a cylindrical shell is initiated during the first passage of the axial compression stress wave due to the initial impact when the impact velocity is sufficiently high. Another significant experimental result obtained is that the asymmetrical (quasi-developable) form of shell buckling occurs as a result of a smooth transition from the symmetrical ("ring") form of bucklingin some thin cylindrical shells subjected to an axially symmetric axial impact. Analytical subject to a constant velocity end displacement. The method utilizes the finite deflection theory and is a refinement of the procedure due to A.S. Volmir. It shows that both the upper critical stress and the number of circumferential waves increase and the time to initiate buckling decreases with increasing velocity of impact. These trends are in agreement with the analytical results of Volmir and a phenomenological theory due to Coppa.
Download or read book Structural Impact written by Norman Jones and published by Cambridge University Press. This book was released on 1997-10-16 with total page 598 pages. Available in PDF, EPUB and Kindle. Book excerpt: First time paperback of mechanical engineering reference for professionals.
Book Synopsis Buckling of Structures by : I. Elishakoff
Download or read book Buckling of Structures written by I. Elishakoff and published by Elsevier. This book was released on 2013-10-22 with total page 470 pages. Available in PDF, EPUB and Kindle. Book excerpt: This collection of papers, written by friends and colleagues of Josef Singer, presents a comprehensive and timely review of the theoretical mechanics of thin shell-structures. Topics of great current interest such as the buckling of composite plates and shells, the plastic buckling of thin-walled structures and the optimum design of buckling sensitive curved composite panels are examined by experts, using a great diversity of approaches, whereby theoretical predictions are compared with experimental results whenever possible.Other topics reviewed include the buckling and post-buckling behaviour of imperfect shells under different external static or dynamic loads and a variety of boundary conditions. Papers dealing with the vibration and the dynamic response of thin elastic bodies are also presented.A strong emphasis is made on the practical applications aspect in the theories presented. Thus engineers, research workers and students who are involved with the design and analysis of shell structures made of different materials, and subjected to various static and dynamic loads will find this volume an invaluable source of reference.
Book Synopsis Elasto-Plastic Dynamical Buckling of Circular Cylindrical Thin Shells Under Axial Impact by : A. C. Eringen
Download or read book Elasto-Plastic Dynamical Buckling of Circular Cylindrical Thin Shells Under Axial Impact written by A. C. Eringen and published by . This book was released on 1970 with total page 43 pages. Available in PDF, EPUB and Kindle. Book excerpt: Dynamical motions of a circular cylindrical thin shell simply supported at one end and free to expand in the circumferential and radial direction at the other end are studied under the condition of axial impact. The axial compressions applied exceed the static buckling loads. As the initial conditions, the displacement field and velocity field of circumferential and radial directions are assumed to vanish except the initial axial velocity field of the cylinder. In order to account for the effect of plasticity (without unloading) on buckling, the second order elastic stress-strain relations are used with simplifications that the effect of the initial axial load on the bending moment is constant. The displacement and stress fields are obtained by solving the dynamical equations of motions under the boundary and initial conditions. The shortening of the shell at any time and the classical static buckling, including the plastic effect, are determined. (Author).
Book Synopsis Dynamic Pulse Buckling of Cylindrical Shells by : Herbert E. Lindberg
Download or read book Dynamic Pulse Buckling of Cylindrical Shells written by Herbert E. Lindberg and published by . This book was released on 1970 with total page 100 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Buckling Load of Thin Circular Cylindrical Shells Formed by Plastic Expansion by : LeRoy R. Guist
Download or read book Buckling Load of Thin Circular Cylindrical Shells Formed by Plastic Expansion written by LeRoy R. Guist and published by . This book was released on 1971 with total page 20 pages. Available in PDF, EPUB and Kindle. Book excerpt: An experimental investigation was made to determine the axial buckling load of cylinders formed by a process of plastic expansion due to internal pressure. Test cylinders 21.6 cm in diameter, 0.330 mm thick, were formed by plastic expansion from 15.23 cm diameter commercial, welded, type 304 stainless steel tubing. Buckling loads from 50 to 71 percent of the classical value showed a definite relationship with the local decrease in curvature due to the worst imperfections. Buckling loads were substantially higher than expected in relation to the amplitude of their geometric imperfections. The results indicate that the process of plastic expansion may provide a means of producing certain types of cylinders of unusually high buckling load at low cost.
Book Synopsis Scientific and Technical Aerospace Reports by :
Download or read book Scientific and Technical Aerospace Reports written by and published by . This book was released on 1980 with total page 1280 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book ASME 68-APM-26 written by Henry Vaughan and published by . This book was released on 1968 with total page 8 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Plastic Buckling of Eccentrically Stiffened Circular Cylindrical Shells by : Robert M. Jones
Download or read book Plastic Buckling of Eccentrically Stiffened Circular Cylindrical Shells written by Robert M. Jones and published by . This book was released on 1967 with total page 49 pages. Available in PDF, EPUB and Kindle. Book excerpt: A solution for the plastic buckling of eccentrically stiffened cylinders is derived by use of the J2 deformation theory of plasticity for a set of simply supported edge boundary conditions. The uniaxial character of the stiffeners and the stiffener eccentricity (asymmetry about the cylinder middle surface) ae explicitly accounted for as is a variable Poisson's ratio in the plastic region. A closed-form stability criterion is obtained for axial compression, lateral pressure, and hydrostatic pressure loadings. The present results are more realistic for most practical stiffened cylinders than an existing solution in which an orthotropic shell model is used. A numerical example is given to illustrate the effect of plastic action on the buckling load of a typical aerospace structure. The FORTRAN IV computer program is described and listed. (Author).
Download or read book Applied Mechanics Reviews written by and published by . This book was released on 1965 with total page 568 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Buckling of Structures by : Josef Singer
Download or read book Buckling of Structures written by Josef Singer and published by Elsevier Publishing Company. This book was released on 1988 with total page 480 pages. Available in PDF, EPUB and Kindle. Book excerpt: This collection of papers, written by friends and colleagues of Josef Singer, presents a comprehensive and timely review of the theoretical mechanics of thin shell-structures. Topics of great current interest such as the buckling of composite plates and shells, the plastic buckling of thin-walled structures and the optimum design of buckling sensitive curved composite panels are examined by experts, using a great diversity of approaches, whereby theoretical predictions are compared with experimental results whenever possible. Other topics reviewed include the buckling and post-buckling behaviour of imperfect shells under different external static or dynamic loads and a variety of boundary conditions. Papers dealing with the vibration and the dynamic response of thin elastic bodies are also presented. A strong emphasis is made on the practical applications aspect in the theories presented. Thus engineers, research workers and students who are involved with the design and analysis of shell structures made of different materials, and subjected to various static and dynamic loads will find this volume an invaluable source of reference.
Book Synopsis Dynamic Plastic Buckling of Rings and Cylindrical Shells by : Norman Jones
Download or read book Dynamic Plastic Buckling of Rings and Cylindrical Shells written by Norman Jones and published by . This book was released on 1974 with total page 57 pages. Available in PDF, EPUB and Kindle. Book excerpt: An experimental investigation was undertaken into the dynamic plastic buckling of circular rings subjected to uniformly distributed external impulsive velocities. The experimental values of the average final radial deflections, critical mode numbers and dimensions of the permanent wrinkles in the mild steel and aluminum specimens are compared with various theoretical predictions and other experimental results.
Book Synopsis Plastic Buckling of Plates and Shells Under Biaxial Loading by : James P. Peterson
Download or read book Plastic Buckling of Plates and Shells Under Biaxial Loading written by James P. Peterson and published by . This book was released on 1968 with total page 44 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Plastic Buckling of Eccentrically Stiffened Multilayered Circular Cylindrical Shells by : Robert M. Jones
Download or read book Plastic Buckling of Eccentrically Stiffened Multilayered Circular Cylindrical Shells written by Robert M. Jones and published by . This book was released on 1969 with total page 82 pages. Available in PDF, EPUB and Kindle. Book excerpt: A transcendental stability criterion is derived for plastic buckling of eccentrically stiffened circular cylindrical shells with multiple isotropic layers under combinations of axial and lateral pressure (including one component of pressure which causes tension). The deformation theory of plasticity is utilized in conjunction with classical stability theory, which implies a membrane prebuckled shape, for a set of simply supported edge boundary conditions. The uniaxial character of the stiffeners and their eccentricity (asymmetry about the reference surface) are accounted for as are variable Poisson's ratios above the yield stress (proportional limit). The technique of applying this type of stability criterion is discussed for the first time and includes new procedures required for multilayered shells. Numerical examples are given to illustrate application of the theory. The associated FORTRAN IV computer program is described and listed. (Author).
