Author: Robert Richard MeyerPublisher:
ISBN:
Category : Shells (Engineering)
Languages : en
Pages : 402
Book Description
Buckling of Stiffened Cylindrical Shells Subjected to Combined Axial Compression, Normal Pressure, Bending and Shear Loading
Author: Robert Richard MeyerPublisher:
ISBN:
Category : Shells (Engineering)
Languages : en
Pages : 402
Book Description
Buckling of Circular Cylindrical Shells Subjected to Combined Loads
Author: E. KaryadiBuckling of Anisotropic Cylindrical Shells Subjected to Combined Axial Compression, Normal Pressure, Bending and Shear Loading
Author: H. A. J. KnopsBuckling Experiments: Experimental Methods in Buckling of Thin-Walled Structures, Volume 2
Author: Josef SingerPublisher: John Wiley & Sons
ISBN: 0471974501
Category : Technology & Engineering
Languages : en
Pages : 1140
Book Description
* 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.
Scientific and Technical Aerospace Reports
Author: Shell Stability Handbook
Author: L.A. SamuelsonPublisher: CRC Press
ISBN: 1482296713
Category : Architecture
Languages : en
Pages : 299
Book Description
This book provides engineering tools for the design of shells against buckling. A simplified approach is given in a number of cases which are not addressed in current design codes.
Buckling of Shell Structures, on Land, in the Sea and in the Air
Author: J.F. JullienPublisher: CRC Press
ISBN: 1482286734
Category : Architecture
Languages : en
Pages : 539
Book Description
This book provides better inputs for improvement of the buckling load predictions of stiffened cylindrical shells subjected to combined loading. It is based on the International Colloquium Buckling of shell structures, on land, in the sea and in the air, Lyon, France, 17 September 1991.
Handbook of Structural Stability
Author: George GerardPublisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 28
Book Description
Buckling of Structures
Author: I. ElishakoffPublisher: Elsevier
ISBN: 1483290131
Category : Technology & Engineering
Languages : en
Pages : 470
Book Description
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.
Effect of Face-sheet Stiffness on Buckling of Curved Plates and Cylindrical Shells of Sandwich Construction on Axial Compression
Author: Robert E. FultonPublisher:
ISBN:
Category : Aerodynamics, Supersonic
Languages : en
Pages : 34
Book Description
A study is made of the effect of the flexural stiffness of the face sheets on tebuckling of elastic curved plates and cylindrical shells of sandwich construction subject, to axial compression. The study shows that when the core is very weak in shear, the flexural stiffness of the face sheets can have an important effect on the buckling load. Simple formulas are developed which give good approximations to the buckling load for most practical ranges of the parameters where the effect of face-sheet stiffness is important. Results of these formulas are compared with exact results for an infinitely long curved plate over a large range of sandwich-sheel parameters. The results are based on a linear buckling theory for sandwich shells of the Donnell type.