Author: Chi-Hwa WuPublisher:
ISBN:
Category :
Languages : en
Pages : 236
Book Description
Buckling of Anisotropic Circular Cylindrical Shells
Author: Chi-Hwa WuA New Look at the Analytical Problem of the Buckling of Anisotropic Circular Cylindrical Shells Under Axial Compression
Author: John GinderElastic Buckling of Anisotropic Circular Cylinders Under Axial Compression and Torsion
Author: Dalip Singh ChehilPublisher:
ISBN:
Category : Buckling
Languages : en
Pages : 166
Book Description
Buckling of Anisotropic Circular Cylindrical GRP Shells in Cantilever Bending
Author: Robert Grant ReidPublisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 184
Book Description
Elastic Stability of Circular Cylindrical Shells
Author: N. YamakiPublisher: Elsevier
ISBN: 0444599118
Category : Technology & Engineering
Languages : en
Pages : 573
Book Description
The object of this book is to clarify the whole aspect of the basic problems concerning the elastic stability of of circular cylindrical shells under typical loading conditions. The book deals with buckling, postbuckling and initial postbuckling problems under one of the three fundamental loads, that is, torsion, pressure and compression. The emphases are placed on the accurate analysis and comprehensive numeral results for the buckling problem, experimental verification of the theoretical analysis for the postbuckling problem and clarification of the range of applicability of the perturbation method for the analysis of initial postbuckling behaviors and imperfection sensitivity. The problems under typical combined loads as well as the influence of the contained liquid are also clarified.
Computerized buckling analysis of shells
Author: D. BushnellPublisher: Springer Science & Business Media
ISBN: 9789024730995
Category : Science
Languages : en
Pages : 456
Book Description
This report describes the work performed by Lockheed Palo Alto Research Labora tory, Palo Alto, California 94304. The work was sponsored by Air Force Office of Scientific Research, Bolling AFB, Washington, D. C. under Grant F49620-77-C-0l22 and by the Flight Dynamics Laboratory, Air Force Wright Aeronautical Laboratories, Wright-Patterson AFB, Ohio under Contract F3361S-76-C-31OS. The work was completed under Task 2307Nl, "Basic Research in Behavior of Metallic and Composite Components of Airframe Structures". The work was admini stered by Lt. Col. J. D. Morgan (AFOSR) and Dr. N. S. Khot (AFWAL/FIBRA). The contract work was performed between October 1977 and December 1980. The technical report was released by the Author in December 1981. Preface Many structures are assembled from parts which are thin. For example, a stiffened plate or cylindrical panel is composed of a sheet the thickness of which is small com pared to its length, breadth, and stiffener- spacing, and stiffeners the thickness of which is small compared to their _ heights and lengths. These assembled structures, loaded in compression, can buckle overall, that is sheet and stiffeners can collapse together in a general instability mode; the sheet can buckle locally between stiffeners; the stiffeners can cripple; and a variety of complex buckling interactions can occur involving local and overall deformations of both sheet and stiffeners. More complex, built-up structures can buckle in more complex and subtle ways.
Buckling of Bars, Plates, and Shells
Author: Robert Millard JonesPublisher: Bull Ridge Corporation
ISBN: 0978722302
Category : Buckling (Mechanics)
Languages : en
Pages : 850
Book Description
The Behavior of Shells Composed of Isotropic and Composite Materials
Author: Jack R. VinsonPublisher: Springer Science & Business Media
ISBN: 940158141X
Category : Science
Languages : en
Pages : 569
Book Description
Shell structures are used in all phases of structures, from space vehicles to deep submergence hulls, from nuclear reactors to domes on sport arenas and civic buildings. With new materials and manufacturing methods, curved thin walled structures are being used increasingly. This text is a graduate course in the theory of shells. It covers shells of isotropic materials, such as metal alloys and plastics, and shells of composite materials, such as fibre reinforced polymer, metal or ceramic matrix materials. It provides the essential information for an understanding of the underlying theory, and solution of some of the basic problems. It also provides a basis to study the voluminous shell literature. Beyond being primarily a textbook, it is intended also for self study by practising engineers who would like to learn more about the behaviour of shells. The book has two parts: Part I deals with shells of isotropic materials. In this part the mathematical formulations are introduced involving curvilinear coordinates. The techniques of solutions and resulting behavior is compared to planar thin walled isotropic structures such as plates and beams. Part II then treats the behavior of shells, involving anisotropic composite materials, so widely used today. The analysis involves the complications due to the many elastic constants, effects of transverse shear deformation, thermal thickening and offer effects arising from the properties of composite materials.
Author: Michael P. Nemeth
Author: H. Lundgren