Limit State of the Plate Elements of Steel Structures: Lehr- und Handbücher der Ingenieurwissenschaften, cartea 39
Autor J. Djubek, Kodnar, Skalouden Limba Engleză Paperback – 26 noi 2012
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Specificații
ISBN-13: 9783034874991
ISBN-10: 3034874995
Pagini: 300
Ilustrații: 300 p. 15 illus.
Dimensiuni: 170 x 244 x 16 mm
Greutate: 0.48 kg
Ediția:1983
Editura: Birkhäuser Basel
Colecția Birkhäuser
Seria Lehr- und Handbücher der Ingenieurwissenschaften
Locul publicării:Basel, Switzerland
ISBN-10: 3034874995
Pagini: 300
Ilustrații: 300 p. 15 illus.
Dimensiuni: 170 x 244 x 16 mm
Greutate: 0.48 kg
Ediția:1983
Editura: Birkhäuser Basel
Colecția Birkhäuser
Seria Lehr- und Handbücher der Ingenieurwissenschaften
Locul publicării:Basel, Switzerland
Public țintă
Popular/generalCuprins
1 Basic Assumptions of Theory of Slender Webs.- 1.1 Basic Notions and Formulation of Basic Assumptions.- 1.2 Relationships between Web Deformations and Displacements in Its Middle Plane.- 1.3 Relationships between Deformations and Stresses.- References.- 2 Mathematical Problems of the Fundamental Equations.- 2.1 Introductory Remarks.- 2.2 Some Types of Equations from Considerations about the Flexure of Plates.- 2.3 Basic Boundary Value Problems.- References.- 3 Approximate Methods of Solution.- 3.1 Compactness Method.- 3.2 Topological Method.- 3.3 Variational Methods.- 3.4 Uniqueness of Solution.- 3.5 Two-Sided Estimations of Approximate Solutions.- References.- 4 Bifurcation Problems of Basic Equations.- 4.1 Properties of the Homogeneous Problem.- 4.2 Problem of Bifurcation Points.- 4.3 One Property of Problem (4.10, 4.11).- References.- 5 Problems of Solution of a System of Non-Linear Algebraic Equations.- 5.1 Simple Iteration Methods.- 5.2 The Newton—Raphson Method.- 5.3 The Booth Method.- 5.4 An Improvement of the Initial Approximation by Means of Extrapolation.- 5.5 Method of Prolongation of Solution with Respect to Parameter.- 5.6 The Perturbation Method.- 5.7 Perturbation Method for an Ideally Plane Web.- References.- 6 Large Deflections of Elastic Isotropic Webs.- 6.1 Introduction.- 6.2 A Slender Rectangular Web with Flanges Flexible in the Web Plane and Subject to Compression.- 6.3 A Slender Web Subjected to Compression and to Combined Compression and Bending, with Boundary Members Flexible in the Web Plane. Unsymmetrical Cross-Section.- 6.4 Slender Webs Loaded in Shear with Boundary Members Flexible or Inflexible in the Web Plane.- References.- 7 Large Deflections of Orthotropic Webs.- A. Orthotropic Webs in Compression with Imperfections.- B. Design ofLongitudinally Stiffened Compression Flanges of Steel Box-Girder Bridges.- 8 Large Deflections of Elasto-Plastic Webs.- 8.1 Introduction.- 8.2 Cyclic Plasticity.- 8.3 Equations Equivalent to the Prandtl—Reuss Equations.- 8.4 Relationships between Forces on Unit Length and Deformations.- 8.5 Residual Stresses.- 8.6 Basic System of Differential Equations.- 8.7 Solution to the Equilibrium Equations.- 8.8 Numerical Results.- References.- 9 Ultimate Load Theories of Webs.- 9.1 Introduction.- 9.2 Ultimate Load Behaviour of Webs in Shear.- 9.3 The Rockey and Skaloud Theory for the Ultimate Load of Webs in Shear.- 9.4 Other Ultimate Load Theories for Webs in Shear.- References.- 10 Large Deflections of Slender Webs Fitted with Ribs.- 10.1 Introduction.- 10.2 Solution to the Problem.- References.- 11 Buckling of the Compression Flanges of Steel Box-Girder Bridges.- 11.1 Linear Buckling Theory of Compression Flanges.- 11.2 Post-Buckled Behaviour of Compression Flanges.- References.- 12 Interaction of the Buckling of Thin-Walled Bars with the Buckling of Their Plate Elements.- 12.1 Critique of the Classical Concept of the Design of the Plate Elements of Compressed Bars.- 12.2 Theoretical Investigation into the Interaction between Overall and Local Buckling of “Actual” Thin-Walled Bars.- 12.3 Eccentrically Loaded Thin-Walled Columns.- References.