Stability of structures elastic, inelastic, fracture and damage theories
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| 100 | 1 | |a Bažant, Zdeněk P. |d 1937- |e Verfasser |0 (DE-588)1055763953 |4 aut | |
| 245 | 1 | 0 | |a Stability of structures |b elastic, inelastic, fracture and damage theories |c Zdeněk P. Bažant ; Luigi Cedolin |
| 264 | 1 | |a Hackensack, NJ |b World Scientific |c 2010 | |
| 300 | |a XXIV, 1011 S. |b Ill. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a "... an unabridged republication of the work first published as Volume 26 in "The Oxford Engineering Science Series" by Oxford University Press, Inc., New York, in 1991, and a second edition, published by Dover Publications, Inc., Mineola, New York, in 2003. Same as the previous Dover edition, the present World Scientific edition is updated by an extensive Appendix."--T.p. verso. | ||
| 500 | |a Includes bibliographical references and indexes | ||
| 650 | 4 | |a Structural analysis (Engineering) | |
| 650 | 4 | |a Structural stability | |
| 650 | 4 | |a Stability | |
| 650 | 0 | 7 | |a Strukturmechanik |0 (DE-588)4126904-4 |2 gnd |9 rswk-swf |
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Datensatz im Suchindex
| _version_ | 1819743697875501056 |
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| adam_text | Contents
η
Preface
vìi
Introduction
xxi
I ELASTIC THEORIES
1
Buckling of Elastic Columns by Equilibrium Analysis
3
1.1
Theory of Bending
4
1.2
Euler
Load, Adjacent Equilibrium, and Bifurcation
5
1.3
Differential Equations of Beam-Columns
9
1.4
Critical Loads of Perfect Columns with Various End
Restraints
12
1.5
Imperfect Columns and the Southwell Plot
19
Lateral Disturbing Load; Initial Curvature or Load Eccentricity;
Behavior near the Critical Load; Southwell Plot
1.6
Code Specifications for Beam-Columns
27
1.7
Effect of Shear and Sandwich Beams
30
Pin-Ended Columns; Generalization; Sandwich Beams and Panels
1.8
Pressurized Pipes and Prestressed Columns
35
Pressurized Pipes; Prestressed Columns
1.9
Large Deflections
38
Solution of Rotations by Elliptic Integrals
(Elastica);
Deflections
and Shortening; Discussion of Results
1.10
Spatial Buckling of Beams under Torque and Axial Force
46
2
Buckling of Elastic Frames by Equilibrium Analysis
S3
2.1
Stiffness and Flexibility Matrices of Beam-Columns
54
Stiffness Matrix for End Rotations; Stiffness Matrix for End
Rotations and Relative Lateral Displacement
2.2
Critical Loads of Frames and Continuous Beams
61
Simple Structures; Difficulties with the Flexibility Method;
Generai
Approach for Computer Analysis
2.3
Buckling as a Matrix Eigenvalue Problem and Use of Finite
Elements
74
2.4
Large Regular Frames
78
2.5
Postcritical Reserve in Redundant Trusses
86
Example of a Statically Indeterminate Truss; Generalization and
Limit Analysis Method; Order of Approximation
x¡¡
CONTENTS
2.6
Postcritical
Behavior of Frames
89
L-Frame of Koiter and Roorda; Second-Order Solution of the
L-Frame; Imperfection Sensitivity; Generalizations and
Implications; Order of Approximation; Postcritical Reserve Due
to Redundancy; Finite Element Computational Procedure
2.7
Built-Up Columns and Regular Frames as Columns with
Shear
102
2.8
High Arches
108
Curvature Change; Approximate Theory for Perfect Arches with a
Fixed Compression Line; Various Types of Arches and the Effect
of Imperfections; General Linearized Theory for Uniformly
Compressed Circular Arches
2.9
Long-Wave Duckling of Regular Frames
118
System of Difference Equations; Solution for Tall Building
Frames; Numerical Results and Their Discussion
2.10
Continuum Approximation for Large Regular Frames
129
Transition from Difference to Differential Equations; Continuum
Approximation Based on Potential Energy;
Micropolar
Continuum and Couple Stresses; Stresses and Boundary
Conditions; Numerical Results and Discussion
3
Dynamic Analysis of Stability
144
3.1
Vibration of Columns or Frames and Divergence
144
Columns; Types of Motion and Dependence of Natural Frequency
on Load; Effect of Damping; Frames and Other Generalizations
3.2
Nonconservative
Loads and Flutter
151
Massless Column under Follower Load; Effect of Distributed
Mass; Elastically Supported Rigid Plate under Aerodynamic
Forces; Conservative and
Nonconservative
Forces; Equations
Governing Flutter or Suspension Bridges
3.3
Pulsating Loads and Parametric Resonance
162
Axial Pulsating Load on a Column; Undamped Vibration;
Damped Vibration; Simple Energy Analysis of Parametric
Resonance
3.4
Other Types of Dynamic Loads
170
3.5
Definition of Stability
174
3.6
Theorems of Lagrange-Dirichlet and of Liapunov
178
3.7
Stability Criteria for Dynamic Systems
184
3.8
Stability of Continuous Elastic Systems
187
3.9
Nonlinear Oscillations and Chaos
189
4
Energy Methods
199
4.1
Positive-Definite Matrices, Eigenvalues, and Eigenvectors
199
4.2
Potential Energy for Discrete Elastic Systems
207
Structure-Load System; Second Variation of Potential Energy;
Critical State; An Example; Effect of Higher-Order Derivatives of
П;
Difficulties with Complementary Energy; Overturning
Instability of a Block: Discontinuous
П
4.3
Bifurcation Duckling at Small Deflections
216
Calculation of Potential Energy of Beam-Columns; Equilibrium
CONTENTS
and Stability; Role of Axial Strain and Shortening due to
Deflections; Calculation of
Π
from the Work of Initial and
Incremental Stresses; Example with Two Degrees of Freedom;
Some Fundamental Aspects of Potential Energy
4.4
Snapthrough and Flat Arches
227
Von
Mises
Truss; Flat Arches; Effect of Imperfections; Other
Examples of Snapthrough
4.5
Large-Deflection Postcritical Behavior and Types of
Bifurcation
238
Symmetric Stable Bifurcation: Example; Symmetric Unstable
Bifurcation: Example; Asymmetric Bifurcation: Example;
L-Shaped Rigid-Bar Frame; Rigid-Bar Arch; Nonlinear Springs
and Polynomial Approximation of Potential Energy; Two Degrees
of Freedom: Example; Limit Points of Equilibrium Paths;
Bifurcation Criterion in Terms of the Tangential Stiffness Matrix;
Classification of Elementary Instabilities of Elastic Structures
4.6
Koiter s Theory, Imperfection Sensitivity, and Interaction of
Modes
261
General Validity of Koiter s I-Power and f-Power Laws;
Interaction of Buckling Modes
4.7
Catastrophe Theory and Breakdown of Symmetry
270
4.8
Snapdown at Displacement-Controlled Loading
278
Structures with Two Degrees of Freedom; Softening Specimen in a
Testing Machine; Generalization of Snapdown Analysis;
Equilibrium Paths with Bifurcations, Snapthrough, and Snapdown
4.9
Incremental Work Criterion at Equilibrium Displacements
294
Stability Criterion; Possibility of Generalization to Inelastic
Systems
5
Energy
Analysas
of Continuous Structures and Approximate Methods
305
5.1
Indirect Variational Method and
Euler
Equation
306
Review of the Calculus of Variations; Application to Structures
Possessing a Potential Energy; Review of Positive-Definite and
Self-Adjoint Operators
5.2
Beam on Elastic Foundation
314
Potential Energy and Differential Equations; Solution for
Different Boundary Conditions; Fiber on Elastic Foundation
5.3
Rayleigh Quotient
323
Upper-Bound Property of Rayleigh Quotient; Application to
Beam-Columns; Relation to Differential Equation; Proof of
Upper-Bound Property and Convergence; Extension to Free
Vibration
5.4
Timoshenko Quotient and Relations between Various
Bounds
331
Derivation;
Exampies;
Relation to Differential Equation and
Proof of Upper-Bound Property; Relation to Rayleigh Quotient
and Inequalities; Inapplicability to Dynamics; The Question of
Lower Bounds
5.5
Bound Approximation for Columns, Frames, and High
Arches
339
Columns; Frames; Elastically Supported Beams; High Arches
CONTENTS
5.6 Rayleigh-Ritz Variational
Method
348
5.7 Galerkin Variational
Method
356
5.8
Method of Successive Approximations and Lower Bounds
358
Formulation of the Method; Example; Lower Bound
5.9
Nonlinear Problems; Large Deflections of Columns
361
6
Thin-Walled Beams
370
6.1
Potential Energy and Differential Equations
371
Deformation of the Cross Section; Potential Energy; Differential
Equations and Boundary Conditions
6.2
Axial-Torsional Buckling of Columms
381
6.3
Lateral Buckling of Beams and Arches
384
Axial-Torsional Buckling due to Eccentric Axial Force; Lateral
Buckling due to Bending Moment; Approximate Solution for
Variable M°z; Bimoment; Lateral Buckling of Arches
6.4
Beams of Arbitrary Open Cross Section
392
General Theory of Warping Torsion; Stresses and Bimoment in
General Theory; Potential Energy and Differential Equations;
Monosymmetric Cross Section
6.5
Large Deflections
401
6.6
Box Girders
408
Deformation Modes and Postcritical Energy; Examples; Finite
Element Solution; Interaction with Local Buckling
7
Plates and Shells
419
7.1
Classical Plate Theory
420
7.2
Differential Equation and Strain Energy
422
Strains; Potential Energy; Differential Equations of Equilibrium;
Boundary Conditions; Direct Derivation of Transverse Resultant
of In-Plane Forces; Discussion and Summary
7.3
Buckling of Rectangular Plates
431
Buckling of Simply Supported Plates; Rectangular Plate with
Arbitrary Boundary Conditions; Buckling of Plate Subjected to
Shear;
Nonuniform
In-Plane Forces; Solutions by Other
Variational Methods
7.4
Large Deflections and Postcritical Reserve of Plates
440
Von Kármán—
Fõppl
Differential Equations; Solution by
Minimization of Potential Energy; Large Deflections and Ultimate
Strength; Measurement of Critical Loads
7.5
Axisymmetric Buckling of Cylindrical Shells
449
7.6
Shallow or Quasi-Shallow Shells
453
Basic Relations for Cylindrical Shells;
Donnelľs
Equation; Axially
Compressed Cylindrical Shell; Effect of Lateral Pressure on
Cylindrical Shells; Cylindrical Shell Subjected to Torsion;
Variational Derivation from Potential Energy; Cylindrical Shell
Panels; General Quasi-Shallow Shells
7.7
Nonlinear Analysis of Shell Buckling and Imperfections
466
Reduction Factors for Classical Critical Loads; Physical Source of
Postcritical Load Drop and High Imperfection Sensitivity;
Kotter*«
CONTENTS xv
Laws of Imperfection Sensitivity; Buckling Modes and Their
Interaction; Summary
7.8
Sandwich Plates and Shells
474
Basic Relations for a Sandwich Plate Element; Rectangular
Sandwich Plate and Other Problems
II INELASTIC, DAMAGE, AND FRACTURE THEORIES
8
Elastoplastic Buckling
485
8.1
Perfect Columns or Structures and Shanley s Bifurcation
486
Reduced Modulus Load; Tangent Modulus Load; Column
Strength Curve;
Postbifurcation
Load-Deflection Diagram;
Bifurcation in Plastic Structures with
Multiaxial
Stress; Conclusion
8.2
Imperfect Columns and Structures
506
Shanley s Rigid-Bar Column: Exact Solution; Arbitrary Imperfect
Columns: Approximate Solution; Effect of Cross-Section
Nonsymmetry
8.3
Effect of Residual Stresses
513
Calculation of the Effect of Residual Stresses; Examples
8.4
Metal Columns and Structures: Design and Code
Specifications
517
Centrically Loaded Columns; Load and Resistance Factor Design
and Probabilistic Aspects; Beam-Columns; Plates, Shells, and
Other Structures; Design Examples
8.5
Concrete Columns and Structures: Design and Code
Specifications
532
Interaction Diagram (Failure Envelope); Deflections and
Interaction Diagram; Numerical Algorithm for Calculating
Deflections and Interaction Diagram; Column Response for
Unsmooth Stress—Strain Diagrams; Design Recommendations and
the
ACI
Code;
СЕВ
Design Recommendations; Comparisons of
Codes and Shortcomings; Prestressed Concrete Columns; Shells
and Other Structures; Stress—Strain Relations for Strain Softening;
Design Examples
8.6
Perfectly Plastic Large-Deflection Buckling, Impact, and
Blast
556
Load-Deflection Curve or Perfectly Plastic Columns; Buckling of
Perfectly Plastic Frames; Plastic Redistribution and Reserve
Capacity of Structures; Dynamic Impact; Perfectly Plastic Buckling
of Thick Plates; Transverse Impact or Blast on Plates or Columns
with In-Plane or Axial Loads
8.7
Geometric Tensile Instability, Localization, and Necking
569
Role of Transverse Contraction and Finite Strain; Strain
Localization; Necking
9
Creep Buckling
584
9.1
Viscoelastic Stress-Strain Relations
585
Compliance Function and Integral-Type Creep Law; Differential-
Type Creep Law and
Rheologie
Models; Elastic-Viscoelastic
Analogy
CONTENTS
9.2
Viscoelastic Buckling
590
Deflection History and Long-Time Critical Load; The Concept of
Stability for Viscoelastic Structures; Extensions and Ramifications
9.3
Viscoplastic Buckling
597
Rigid-Bar Model Column; Critical Time and Stability Concept;
Real Columns
9.4
Buckling of Aging Viscoelastic Structures
603
Aging Maxwell Solid (Dischinger-Type Methods); Deflections
According to Aging Maxwell Model; Deflection According to
More Realistic
Rheologie
Models; Deflection According to
Effective Modulus; Deflection According to Age-Adjusted
Effective Modulus; Deflection According to Integral-Type Stress-
Strain Relation; Appendix I
—
Compliance Function and
Relaxation Function of Concrete; Appendix II
—
Proof of Age-
Adjusted Effective Modulus Method
9.5
Effect of Creep Deflection on Concrete Column Strength
615
9.6
Nonlinear Creep and Long-Time Strength of Concrete
Structures
619
9.7
Creep Buckling at Finite Deflections
623
Example of Imperfection-Sensitive Rigid-Bar Column; Broader
Implications and Ramifications; Variable Load
10
Stability of Inelastic Structures, Bifurcation and Thermodynamic
Basis
633
10.1
Thermodynamic Criteria of Stable State
633
First and Second Laws of Thermodynamics; Tangentially
Equivalent Elastic Structures; Total Energy V and
Heimholte
Free Energy F; Second Variation of ¿For
<%;
Path Dependence
and Incremental Potentials; Second-Order Work of Stresses and
Geometric Stiffness; Criterion of Stable State for the Case of
Dead Loads; Extensions to Variable Loads; Stability at Critical
State; Gibbs Free Energy and Enthalpy; Stability Criteria Based
on Complementary Work; Structures with a Single Load or a
Single Controlled Displacement; Summary
10.2
Thermodynamic Criteria of Stable Path
650
Path Stability for Basic Types of Control; Mixed Controls of
Loads and Displacements; The Case of Equal (A5)in for Two
Branches; Second-Order Work of Stresses along the Path;
Structures with a Single Load or a Single Controlled
Displacement; Stable States on
Postbifurcation
Branches;
Further Comments and Conclusion
10.3
Application to Elastoplastic Columns and Broader
Implications
658
Loading-Unloading Combinations and Equilibrium Paths;
Second-Order Work; Stable Equilibrium States of Elastoplastic
Column; Stable Equilibrium Path of an Elastoplastic Column;
Breakdown of Symmetry; Hypothesis Implied in Present
Thermodynamic Approach; Summary
10.4
Critical States of Stability and Bifurcation
670
Critical State for Structures with a Symmetric Stiffness Matrix;
Critical States for Structures with a Nonsymmetric Stiffness
CONTENTS xvii
Matrix; Example of a Nonsymmetric Stiffness Matrix; Symmetric
and Asymmetric Bifurcations at the Critical State; Uniqueness;
Bifurcation for Inelastic Structures and Hill s Linear Comparison
Solid; Distribution of Bifurcation Points and
Postbifurcation
Branches; Numerical Finite Element Analysis; Summary
10.5
Stability at Infinitesimal Loading Cycles
680
Internal Entropy Changes for Cycles in Shanley s Column;
Stability; Structures with a Single Cyclic Load or Displacement;
Incremental Collapse
10.6
Drucker s and
Iľyushin s
Postulates for Stable Materials
685
Drucker s Postulate;
Iľyushin s
Postulate; Nonuniformly Strained
Bodies; Normality Rule for Plasticity
10.7
Stability of Frictional Materials and Structures
693
Frictional Block Preloaded by a Spring; Generalization to
Frictional Continuum; Stability Condition of Frictional Materials;
.Plastic Strain Increment foT Frictional Materials; Inverse Material
Friction; Frictional Phenomena in Other Constitutive Theories
11
Three-Dimensional Continuum Instabilities and Effects of Finite
Strain Tensor
706
11.1
Finite Strain
707
Notations and Basic Requirements; Lagrangian (Green s) Finite
Strain Tensor;
Bioťs
Finite Strain Tensor; Second-Order
Approximations of Other Finite Strain Tensors; Further
Measures of Finite Strain; The Special Case of Thin Bodies;
Decomposition of Strain into Elastic and Inelastic Parts
11.2
Stresses, Work, and Equilibrium at Finite Strain
715
Virtual Work Relations and Equilibrium; True (Cauchy) Stress;
Stress Referred to Initial Configuration and Working on
Displacement Gradient; Stress Referred to Initial Configuration
and Working on Finite Strain
11.3
Incremental Equilibrium and Objective Stress Rates
720
Incremental Equilibrium Conditions; Increments of Cauchy
(True) Stresses; Objective Stress Increments Conjugate to Strain
Increments; Objective Stress Rates
11.4
Tangential Moduli at Large Initial Stress
726
11.5
Stable States and Paths for Multidimensional Continuous
Bodies
732
11.6
Column or Plate with Shear: Finite-Strain Effect
734
Differential Equations; Theories of Engesser and Haringx;
Correlation to Built-Up Columns; Summary
11.7
Surface Buckling and Internal Buckling of
Anisotropie
Solids
741
Basic Relations for Incompressible Orthotropic Solids; Surface
Buckling of an Orthotropic Half-Space; Internal Buckling and
Other Instabilities; General Solution
11.8
Consistent Geometric Stiffness Matrix of Finite Elements
748
11.9
Duckling of Curved Fibers in Composites
750
Macroscopic Elastic Stress-Strain Relations; Decrease of Elastic
Moduli Due to Fiber Undulation; Generalization to Three
Dimensions; Stresses Due to Fiber Undulation
CONTENTS
12
Fracture as
a Stability Problem
760
12.1
Linear Elastic Fracture Mechanics
760
Stress Singularity and Fracture Energy; Energy Release Rate;
Determination of
S
and Gf from Compliance Changes; Some
Simple Elastic Solutions; Approximation by Stress Relief Zone;
Examples Solvable by Bending Theory; Herrmann s Method to
Obtain Approximate Kx by Beam Theory
12.2
Nonlinear Fracture Mechanics and Size Effect
772
Inelastic Zone and Equivalent Elastic Crack; Fracture Models
with a Nonlinear Zone; Size Effect
12.3
Crack Stability Criterion and
Λ
-Curve
782
R
-Curve and Fracture Equilibrium Condition; Fracture Stability
Criterion and Critical State; Determination of Geometry-
Dependent
Ä
-Curve from Size Effect Law; Crack Propagation
Direction; Kinking of Cracks and Three-Dimensional Instability
of Front Edge
12.4
Snapback Instability of a Crack and Ligament Tearing
788
Generat
Procedure for Load-Displacement Relation at Growing
Crack; Snapback Instability at Crack Coalescence in Two
Dimensions; Snapback Instability at Tearing of Circular
Ligament; General Condition for Snapback at Ligament Tearing;
Alternative Calculation of Displacement from Compliance
Variation
12.5
Stable States and Stable Paths of Interacting Cracks
798
Conditions of Equilibrium and Stability in Terms of Crack
Length; Stability of Parallel Cooling or Shrinkage Cracks; Stable
Path and Bifurcation at Advancing Cooling Front; Thxee-
Dimensional Pattern of Cooling or Shrinkage Cracks; Stability of
Parallel Cracks in Reinforced Concrete; Stability Analysis in
Terms of Displacements
12.6
Crack Spacing
816
Spacing of Parallel Initial Drying or Cooling Cracks: Energy
Balance; Size of Initial Hexagonal Cracking Cells from Energy
Balance;
S
π
apt
h
rough Formation of Cracks According to LEFM;
Crack Spacing in Loaded Reinforced Concrete Beams;
Snapthrough Crack Formation in a Drying Tube
13
Damage and Localization Instabilities
829
13.1
Wave in Strain-Softening Materials
830
Exact Solution of Strain-Softening Bar; Stability Aspects and
Unrealistic Properties of Solution of a Bar; Bar with
Rehardening or Residual Yield Strength; Cylindrically or
Spherically Converging Waves; General Three-Dimensional
Condition for Waves to Exist; Summary
13.2
Series-Coupling Model for Localization Due to Softening
845
Stable States; Surface of Second-Order Work; Application to
Uniaxially Stressed Bars or Specimens; Effects of Size and
Support Stiffness; Specimen Ductility as a Function of Length
and Loading Frame Stiffness; Inadmissibility of Arbitrarily Small
Size of Localization Region; Bifurcation and Stable Path;
Alternative: Imperfection Approach to Bifurcation; Identification
CONTENTS xix
of Softening Stress-Strain Relations from Tests; Relation of
Strain Softening to Fracture Energy; Summary
13.3
Localization of Softening Damage into Planar Bands
857
Stability Condition for the Softening Band Within a Layer or
Infinite Solid; Discussion of Various Cases; Numerical Examples;
Generalization for Geometrically Nonlinear Effects; Bifurcation
and Stable Path; Localization into Shear Bands Due to
Nonassociatedness in Frictional Materials; Sand Liquefaction as a
Localization Instability; Summary
13.4
Localization of Softening Damage into Ellipsoidal Regions
869
Eshelby s Theorem; Stability of Uniform Strain against
Ellipsoidal Localization; Numerical Examples of Stability Limits
and Discussion; Bifurcation and Stable Path of Ellipsoidal
Localization; Simpler Derivation of Bifurcation Condition;
Summary
13.5
Localization of Softening Damage into Spherical or Circular
Regions
880
Localization Instability for Spherical Geometry; Localization
Instability for Circular or Cylindrical Geometry; Numerical
Examples; Bifurcation and Stable Path; Summary
13.6
Localization in Beams and Softening Hinges
887
Stability Limit and Snapback; Rotation Capacity or Ductility of
Hinges in Concrete Beams; Length of the Softening Region;
Bifurcation Due to Interaction of Softening Hinges; Imperfection
Approach; Bifurcation and Localization in Redundant
Structures; Bifurcation at Simultaneous Formation of Several
Softening Hinges; Softening Frames and Trusses; Softening in
Metallic Structures; Summary
13.7
Friction: Static and Dynamic
902
Paradox in Sudden Friction Drop; Bifurcation, Stable Path, and
Localization of Frictional Slip; Frictional Supports in Columns;
Structures with Stiffness Matrix Asymmetry
13.8
Bifurcations Due to Interaction of Softening Damage Zones
907
Interaction of Damage (Cracking) Fronts and Stable Paths;
Convergence of Iterations Depends on Stability of State, not
Path; Multiple Interacting Crack Band Fronts; Interaction of
Multiple Shear Bands; Example: Buckling in Direct Tensile Test
13.9
Size Effect, Mesh Sensitivity, and Energy Criterion for Crack
Bands
914
Localization as a Cause of Size Effect; Inobjectivity or Spurious
Mesh Sensitivity; Energy Criterion for Crack Band and Stability
13.10
Nonlocal Continuum and Its Stability
921
Crack Band Model; Nonlocal Continuum Concept; Periodic
Instabilities Due to Nonlocal Concept; Nonlocal Continuum with
Local Strain; One-Dimensional Localization Instability;
Measurement of Characteristic Length of Nonlocal Continuum;
Example: Stability of a Tunnel; Gradient Approximation to
Nonlocal Continuum; Summary
13.11
Constitutive Equations for Strain Softening
937
Glossary of Symbols
953
Author Index
963
Subject Index
973
STABILITY OF
STRUCTURES
Elastic, Inelastic, Fracture
and Damage Theories
A crucial element of structural and continuum mechanics, stability theory
has limitless applications in civil, mechanical, aerospace, naval and nuclear
engineering. This text of unparalleled scope presents a comprehensive
exposition of the principles and applications of stability analysis. It has
been proven as a text for introductory courses and various advanced
courses for graduate students. It is also prized as an exhaustive reference
for engineers and researchers.
The authors1 focus on understanding of the basic principles rather than
excessive detailed solutions, and their treatment of each subject proceed
from simple examples to general concepts and rigorous formulations. All
the results are derived using as simple mathematics as possible. Numerous
examples are given and
700
exercise problems help in attaining a firm
grasp of this central aspect of solid mechanics.
The book is an unabridged
republication
of the
1991
edition by Oxford
University Press and the
2003
edition by Dover, updated with
18
pages
of end notes.
|
| any_adam_object | 1 |
| author | Bažant, Zdeněk P. 1937- Cedolin, Luigi |
| author_GND | (DE-588)1055763953 |
| author_facet | Bažant, Zdeněk P. 1937- Cedolin, Luigi |
| author_role | aut aut |
| author_sort | Bažant, Zdeněk P. 1937- |
| author_variant | z p b zp zpb l c lc |
| building | Verbundindex |
| bvnumber | BV041283781 |
| callnumber-first | T - Technology |
| callnumber-label | TA656 |
| callnumber-raw | TA656 |
| callnumber-search | TA656 |
| callnumber-sort | TA 3656 |
| callnumber-subject | TA - General and Civil Engineering |
| classification_rvk | UF 1800 |
| ctrlnum | (OCoLC)645707081 (DE-599)BVBBV041283781 |
| dewey-full | 515.35 624.1/7 |
| dewey-hundreds | 500 - Natural sciences and mathematics 600 - Technology (Applied sciences) |
| dewey-ones | 515 - Analysis 624 - Civil engineering |
| dewey-raw | 515.35 624.1/7 |
| dewey-search | 515.35 624.1/7 |
| dewey-sort | 3515.35 |
| dewey-tens | 510 - Mathematics 620 - Engineering and allied operations |
| discipline | Physik Bauingenieurwesen Mathematik |
| format | Book |
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| genre | 1\p (DE-588)4143389-0 Aufgabensammlung gnd-content |
| genre_facet | Aufgabensammlung |
| id | DE-604.BV041283781 |
| illustrated | Illustrated |
| indexdate | 2024-12-24T03:48:38Z |
| institution | BVB |
| isbn | 9789814317023 9814317020 9789814317030 9814317039 |
| language | English |
| lccn | 2011280703 |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-026732917 |
| oclc_num | 645707081 |
| open_access_boolean | |
| owner | DE-703 |
| owner_facet | DE-703 |
| physical | XXIV, 1011 S. Ill. |
| publishDate | 2010 |
| publishDateSearch | 2010 |
| publishDateSort | 2010 |
| publisher | World Scientific |
| record_format | marc |
| spellingShingle | Bažant, Zdeněk P. 1937- Cedolin, Luigi Stability of structures elastic, inelastic, fracture and damage theories Structural analysis (Engineering) Structural stability Stability Strukturmechanik (DE-588)4126904-4 gnd Materialermüdung (DE-588)4074631-8 gnd Baukonstruktion (DE-588)4004821-4 gnd Bruchverhalten (DE-588)4121051-7 gnd Elastizität (DE-588)4014159-7 gnd Bruchfestigkeit (DE-588)4139715-0 gnd Stabilität (DE-588)4056693-6 gnd Mechanische Eigenschaft (DE-588)4217961-0 gnd Bruchmechanik (DE-588)4112837-0 gnd Festigkeitslehre (DE-588)4016917-0 gnd Elastizitätstheorie (DE-588)4123124-7 gnd |
| subject_GND | (DE-588)4126904-4 (DE-588)4074631-8 (DE-588)4004821-4 (DE-588)4121051-7 (DE-588)4014159-7 (DE-588)4139715-0 (DE-588)4056693-6 (DE-588)4217961-0 (DE-588)4112837-0 (DE-588)4016917-0 (DE-588)4123124-7 (DE-588)4143389-0 |
| title | Stability of structures elastic, inelastic, fracture and damage theories |
| title_auth | Stability of structures elastic, inelastic, fracture and damage theories |
| title_exact_search | Stability of structures elastic, inelastic, fracture and damage theories |
| title_full | Stability of structures elastic, inelastic, fracture and damage theories Zdeněk P. Bažant ; Luigi Cedolin |
| title_fullStr | Stability of structures elastic, inelastic, fracture and damage theories Zdeněk P. Bažant ; Luigi Cedolin |
| title_full_unstemmed | Stability of structures elastic, inelastic, fracture and damage theories Zdeněk P. Bažant ; Luigi Cedolin |
| title_short | Stability of structures |
| title_sort | stability of structures elastic inelastic fracture and damage theories |
| title_sub | elastic, inelastic, fracture and damage theories |
| topic | Structural analysis (Engineering) Structural stability Stability Strukturmechanik (DE-588)4126904-4 gnd Materialermüdung (DE-588)4074631-8 gnd Baukonstruktion (DE-588)4004821-4 gnd Bruchverhalten (DE-588)4121051-7 gnd Elastizität (DE-588)4014159-7 gnd Bruchfestigkeit (DE-588)4139715-0 gnd Stabilität (DE-588)4056693-6 gnd Mechanische Eigenschaft (DE-588)4217961-0 gnd Bruchmechanik (DE-588)4112837-0 gnd Festigkeitslehre (DE-588)4016917-0 gnd Elastizitätstheorie (DE-588)4123124-7 gnd |
| topic_facet | Structural analysis (Engineering) Structural stability Stability Strukturmechanik Materialermüdung Baukonstruktion Bruchverhalten Elastizität Bruchfestigkeit Stabilität Mechanische Eigenschaft Bruchmechanik Festigkeitslehre Elastizitätstheorie Aufgabensammlung |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026732917&sequence=000003&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026732917&sequence=000004&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT bazantzdenekp stabilityofstructureselasticinelasticfractureanddamagetheories AT cedolinluigi stabilityofstructureselasticinelasticfractureanddamagetheories |