<p><p>Buckling of Ship Structures presents a comprehensive analysis of the buckling problem of ship structural members. A full analysis of the various types of loadings and stresses imposed on ship plating and primary and secondary structural members is given. The main causes and consequences of the
Buckling of Structures
β Scribed by I. Elishakoff, J. Arbocz, C.D. Babcock and A. Libai (Eds.)
- Publisher
- Academic Press, Elsevier
- Year
- 1988
- Leaves
- 458
- Series
- Studies in Applied Mechanics 19
- Category
- Library
No coin nor oath required. For personal study only.
β¦ Table of Contents
Content:
Studies in Applied Mechanics
Page ii
Front Matter
Page iii
Copyright page
Page iv
Dedication
Pages v-vi
Dedication to Professor Josef Singer
Pages vii-x
Haifa, Delft
Publications of Professor Josef Singer
Pages xi-xviii
The Buckling of Axially Compressed Imperfect Shells With Elastic Edge Supports
Pages 1-27
J. ARBOCZ, P.G. VERMEULEN, J. VAN GEER
Externally-Pressurised Torispheres - Plastic Buckling and Collapse
Pages 29-45
J. BLACHUT, G.D. GALLETLY
Viscoplastic Shell Buckling
Pages 47-60
S.R. BODNER, M. NAVEH
Optimum Design, Fabrication and Test of Graphite-Epoxy, Curved, Stiffened, Locally Buckled Panels Loaded in Axial Compression
Pages 61-131
D. BUSHNELL, A.M.C. HOLMES, D.L. FLAGGS, P.J. McCORMICK
Stability of the βEndeavourβ Balloon
Pages 133-149
C.R. CALLADINE
Buckling of Composite Sandwich Cylinders Under Axial Compression
Pages 151-181
E.W. CHEUNG, R.C. TENNYSON
Plastic Buckling of Rectangular Plates Under Biaxial Loading
Pages 183-194
David Durban
Stochastic Simulation of an Initial Imperfection Data Bank for Isotropic Shells With General Imperfections
Pages 195-209
I. Elishakoff
Postbuckling Calculation of Extremely Thinwalled Vessels Under External Pressure
Pages 211-220
M. Esslinger, H.P. Weiss
On the Axisymmetric Buckling of Shearable Shells and Plates of Revolution, With Emphasis on the Effects of Localized Supports
Pages 221-240
A. LIBAI
Some Considerations on the Ultimate Strength of Steel Shells in Danger of Instability
Pages 241-254
R. MAQUOI, Ch. MASSONNET
Sensitivity of Buckling Loads and Vibration Frequencies of Plates
Pages 255-266
ZENON MRΓZ, RAPHAEL T. HAFTKA
Nonlinear Ground/Structure Interaction and Buckling of a Liquid-Filled Tank Under Ground Excitation
Pages 267-284
S. NATSIAVAS, C.D. BABCOCK
Buckling and Vibration of Corrugated Shells
Pages 285-312
H. ΓRY, H. HOFFMANN
Compressive Strength of Stiffened Cylindrical Shells With Large Imperfections
Pages 313-334
B.F. RONALDS, P.J. DOWLING
Recent Studies on the Elastic Stability of Pretwisted Rods
Pages 335-353
A. ROSEN, R.G. LOEWY, M.B. MATHEW
Bifurcation Buckling Analysis of Stiffened Laminated Composite Panels
Pages 355-380
Izhak Sheinman, Yeoshua Frostig, Alex Segal
The Influence of the Paths of Multiparametrical Conservative Loading on the Behaviour of a Geometrically Nonlinear Deformable Elastic Body
Pages 381-408
D. Shilkrut
Delamination Buckling of Plate and Shell Structures
Pages 409-417
G.J. SIMITSES
Torsional Buckling of Anisotropic Composite Cylindrical Shells
Pages 419-432
Y. STAVSKY, J.B. GREENBERG, M. SABAG
Elastic and Elastic-Plastic Buckling of Liquid-Filled Conical Shells
Pages 433-449
D. VANDEPITTE, A. VAN DEN STEEN, R. VAN IMPE, G. LAGAE, J. RATHE
π SIMILAR VOLUMES
<p><span>Bifurcation and Buckling in Structures</span><span> describes the theory and analysis of bifurcation and buckling in structures. Emphasis is placed on a general procedure for solving nonlinear governing equations and an analysis procedure related to the finite-element method. Simple structu
* Edited by Josef Singer, the world's foremost authority on structural buckling.<br /> * Time-saving and cost-effective design data for all structural, mechanical, and aerospace engineering researchers. </p>Content: <br>Chapter 9 Shell Buckling Experiments (pages 623β808): <br>Chapter 10 Initial Imp
<p>This monograph deals with buckling and postbuckling behavior of thin plates and thin-walled structures with flat wall subjected to static and dynamic load. The investigations are carried out in elastic range.<br>The basic assumption here is the thin plate theory. This method is used to determinat