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Advanced Structural Mechanics [Pehme köide]

(Politecnico di Torino, Italy)
  • Formaat: Paperback / softback, 548 pages, kõrgus x laius: 254x178 mm, kaal: 453 g
  • Ilmumisaeg: 12-Dec-2019
  • Kirjastus: CRC Press
  • ISBN-10: 0367864738
  • ISBN-13: 9780367864736
Teised raamatud teemal:
Advanced Structural MechanicsSuurem pilt
  • Formaat: Paperback / softback, 548 pages, kõrgus x laius: 254x178 mm, kaal: 453 g
  • Ilmumisaeg: 12-Dec-2019
  • Kirjastus: CRC Press
  • ISBN-10: 0367864738
  • ISBN-13: 9780367864736
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780367864736.html
Märksõnad:

Building on the author’s Structural Mechanics Fundamentals, this text presents a complete and uniform treatment of the more advanced topics in structural mechanics, ranging from beam frames to shell structures, from dynamics to buckling analysis, from plasticity to fracture mechanics, from long-span to high-rise civil structures.









  • Plane frames






  • Statically indeterminate beam systems: Method of displacements






  • Plates and shells






  • Finite element method






  • Dynamics of discrete systems






  • Dynamics of continuous elastic systems






  • Buckling instability






  • Long-span structures






  • High-rise structures






  • Theory of plasticity






  • Plane stress and plane strain conditions






  • Mechanics of fracture






This book serves as a text for graduate students in structural engineering, as well as a reference for practising engineers and researchers.

Preface xi
Author xiii
1 Plane frames
1(48)
1.1 Introduction
1(3)
1.2 Beam systems with axial symmetry
4(5)
1.3 Beam systems with axial skew-symmetry
9(4)
1.4 Beam systems with polar symmetry
13(1)
1.5 Beam systems with polar skew-symmetry
14(3)
1.6 Rotating-node frames
17(10)
1.7 Translating-node frames
27(8)
1.8 Thermal loads and imposed displacements
35(5)
1.9 Frames with nonorthogonal beams
40(4)
1.10 Frames loaded out of their own plane
44(5)
2 Statically indeterminate beam systems: method of displacements
49(26)
2.1 Introduction
49(1)
2.2 Parallel-arranged bar systems
49(5)
2.3 Parallel-arranged beam systems
54(4)
2.4 Automatic computation of beam systems with multiple degrees of indeterminacy
58(7)
2.5 Plane trusses
65(2)
2.6 Plane frames
67(2)
2.7 Plane grids
69(2)
2.8 Space trusses and frames
71(4)
3 Plates and shells
75(38)
3.1 Introduction
75(1)
3.2 Plates in flexure
75(7)
3.3 Sophie Germain's equation
82(2)
3.4 Shells with double curvature
84(4)
3.5 Nonsymmetrically loaded shells of revolution
88(3)
3.6 Symmetrically loaded shells of revolution
91(2)
3.7 Membranes and thin shells of revolution
93(4)
3.8 Circular plates
97(7)
3.9 Cylindrical shells
104(2)
3.10 Cylindrical pressurized vessels with bottoms
106(4)
3.11 Three-dimensional bodies of revolution
110(3)
4 Finite clement method
113(16)
4.1 Introduction
113(1)
4.2 Single-degree-of-freedom system
113(3)
4.3 Principle of minimum total potential energy
116(2)
4.4 Ritz-Galerkin method
118(3)
4.5 Application of the principle of virtual work
121(6)
4.6 Kinematic boundary conditions
127(2)
5 Dynamics of discrete systems
129(32)
5.1 Introduction
129(1)
5.2 Free vibrations
129(8)
5.2.1 Undamped free vibrations (c = 0)
131(1)
5.2.2 Damped free vibrations (c < 0)
132(5)
5.3 Harmonic loading and resonance
137(5)
5.3.1 Undamped systems
137(1)
5.3.2 Systems with viscous damping
138(4)
5.4 Periodic loading
142(1)
5.5 Impulsive loading
143(3)
5.6 General dynamic loading
146(3)
5.7 Nonlinear elastic systems
149(3)
5.8 Elastic-perfectly plastic spring
152(2)
5.9 Linear elastic systems with two or more degrees of freedom
154(2)
5.10 Rayleigh ratio
156(2)
5.11 Stodola-Vianello method
158(3)
6 Dynamics of continuous elastic systems
161(42)
6.1 Introduction
161(1)
6.2 Modal analysis of deflected beams
162(3)
6.3 Different boundary conditions for the single beam
165(8)
6.3.1 Simply supported beam
165(2)
6.3.2 Cantilever beam
167(1)
6.3.3 Rope in tension
168(1)
6.3.4 Unconstrained beam
169(1)
6.3.5 Double clamped beam
170(2)
6.3.6 Clamped-hinged beam
172(1)
6.4 Continuous beam on three or more supports
173(2)
6.5 Method of approximation of rayleigh-ritz
175(5)
6.6 Dynamics of beam systems
180(2)
6.7 Forced oscillations of shear-type multistory frames
182(7)
6.8 Vibrating membranes
189(4)
6.9 Vibrating plates
193(2)
6.10 Dynamics of shells and three-dimensional elastic solids
195(5)
6.11 Dynamics of elastic solids with linear viscous damping
200(3)
7 Buckling instability in slender, thin, and shallow structures
203(50)
7.1 Introduction
203(1)
7.2 Discrete mechanical systems with one degree of freedom
204(2)
7.3 Discrete mechanical systems with two or more degrees of freedom
206(8)
7.4 Rectilinear elastic beams with different constraint conditions
214(9)
7.5 Framed beam systems
223(4)
7.6 Rings and cylindrical shells subjected to external pressure
227(4)
7.7 Lateral torsional buckling
231(3)
7.8 Plates subjected to compression
234(5)
7.9 Shallow arches and shells subjected to vertical loading: interaction between buckling and snap-through
239(5)
7.10 Trussed vaults and domes: the case of progressive snap-through
244(9)
8 Long-span structures: dynamics and buckling
253(40)
8.1 Introduction
253(1)
8.2 Influence of dead loads on natural frequencies
254(1)
8.3 Discrete systems with one or two degrees of freedom
254(7)
8.4 Flexural oscillations of beams subjected to compression axial loads
261(3)
8.5 Oscillations and lateral torsional buckling of deep beams
264(2)
8.6 Finite element formulation for beams, plates, and shells
266(4)
8.7 Nonconservative loading and flutter
270(7)
8.8 Wind effects on long-span suspension or cable-stayed bridges
277(1)
8.9 Torsional divergence
278(2)
8.10 Galloping
280(3)
8.11 Flutter
283(10)
9 High-rise structures: statics and dynamics
293(36)
9.1 Introduction
293(1)
9.2 Parallel-arranged system of vertical cantilevers: general algorithm
294(7)
9.3 Vlasov's theory of thin-walled open-section beams in torsion
301(8)
9.4 Capurso's method: lateral loading distribution between the thin-walled open-section vertical cantilevers of a tall building
309(5)
9.5 Diagonalization of Vlasov's equations
314(2)
9.6 Dynamic analysis of tall buildings
316(3)
9.7 Numerical example
319(10)
10 Theory of plasticity
329(60)
10.1 Introduction
329(3)
10.2 Elastic-plastic flexure
332(6)
10.3 Incremental plastic analysis of beam systems
338(13)
10.4 Law of normality of incremental plastic deformation and of convexity of plastic limit surface
351(3)
10.5 Theorems of plastic limit analysis
354(3)
10.5.1 Theorem of maximum dissipated energy
354(1)
10.5.2 Static theorem (upper bound theorem)
355(1)
10.5.3 Kinematic theorem (lower bound theorem)
356(1)
10.5.4 Mixed theorem
356(1)
10.5.5 Theorem of addition of material
356(1)
10.6 Beam systems loaded proportionally by concentrated forces
357(5)
10.7 Beam systems loaded proportionally by distributed forces
362(9)
10.8 Nonproportionally loaded beam systems
371(4)
10.9 Cyclic loading and shake-down
375(4)
10.10 Deflected circular plates
379(4)
10.11 Deflected rectangular plates
383(6)
11 Plane stress and plane strain conditions
389(38)
11.1 Introduction
389(1)
11.2 Plane stress condition
389(3)
11.3 Plane strain condition
392(2)
11.4 Deep beam
394(5)
11.5 Thick-walled cylinder
399(5)
11.6 Circular hole in a plate subjected to tension
404(4)
11.7 Concentrated force acting on the edge of an elastic half-plane
408(3)
11.8 Analytical functions
411(4)
11.9 Kolosoff-Muskhelishvili method
415(5)
11.10 Elliptical hole in a plate subjected to tension
420(7)
12 Mechanics of fracture
427(66)
12.1 Introduction
427(2)
12.2 Griffith's energy criterion
429(4)
12.3 Westergaard's method
433(9)
12.4 Mode II and mixed modes
442(4)
12.5 Williams'method
446(5)
12.6 Relation between energy and stress treatments: Irwin's theorem
451(7)
12.7 Crack branching criterion in mixed mode condition
458(4)
12.8 Plastic zone at the crack tip
462(4)
12.9 Size effects and ductile-brittle transition
466(6)
12.10 Cohesive crack model and snap-back instability
472(10)
12.11 Eccentric compression on a cracked beam: opening versus closing of the crack
482(2)
12.12 Stability of fracturing process in reinforced concrete beams: the bridged crack model
484(9)
References 493(4)
Appendix I 497(4)
Appendix II 501(4)
Appendix III 505(2)
Appendix IV 507(4)
Appendix V 511(10)
Appendix VI 521(4)
Appendix VII 525(2)
Index 527
Alberto Carpinteri is Professor of Structural Mechanics at the Politecnico di Torino, Italy. Among his many awards he is Part President of the European Structural Integrity Society and of the International Association of Fracture Mechanics for Concrete and Concrete Structures; a Member of the American Association for the Advancement of Science, and of the Member of the American Academy of Mechanics; Recipient of RILEM's Robert l'Hermite Medal, and of the JSME Medal of the Japan Society of Mechanical Engineers.