Inelastic Behaviour Structures Under (39 results)
Language: English
Published by Springer 2002-11 2002
Series: CISM International Centre for Mechanical Sciences, Book 362 of 433. Book 362 of 433 - CISM International Centre for Mechanical Sciences
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Language: English
Published by Springer 2002
Series: CISM International Centre for Mechanical Sciences, Book 362 of 433. Book 362 of 433 - CISM International Centre for Mechanical Sciences
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Condition: Good. This is an ex-library book and may have the usual library/used-book markings inside.This book has hardback covers. In good all round condition. No dust jacket. Please note the Image in this listing is a stock photo and may not match the covers of the actual item,1150grams, ISBN:9780792333975.
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Published by Springer 2002
Series: CISM International Centre for Mechanical Sciences, Book 362 of 433. Book 362 of 433 - CISM International Centre for Mechanical Sciences
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Taschenbuch. Condition: Neu. Inelastic Behaviour of Structures under Variable Repeated Loads | Direct Analysis Methods | Giulio Maier (u. a.) | Taschenbuch | viii | Englisch | 2002 | Springer | EAN 9783211836873 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[a…t]springer[dot]com | Anbieter: preigu.
Language: English
Published by Springer 2002
Series: CISM International Centre for Mechanical Sciences, Book 362 of 433. Book 362 of 433 - CISM International Centre for Mechanical Sciences
- Softcover
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Taschenbuch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be found both in mechanical and civil…engineering (e.g. transportation technologies, pressure vessels, pipelines, offshore platforms, dams, pavements and buildings in seismic zones). So-called 'direct' methods are focused, based on the shakedown theorems and their specialisation to limit theorems. These methods are receiving increased attention for the prediction of structural failure because they provide the information that is essential in practice (e.g. safety factor and collapse mechanisms) by more economical procedures than step-by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis.
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Condition: Gut. Zustand: Gut | Seiten: 524 | Sprache: Englisch | Produktart: Bücher | This collection of papers is a state of the art presentation of theories and methods related to the problem of the behaviour of mechanical structures under variable loads beyond their elastic limit In particular, the problems of shakedown, ratc…hetting, transient and asymptotic cyclic states are addressed. The volume is composed of four chapters devoted to material modelling for cyclic loading conditions; general theory of accommodated states of structures; effects of changes of the geometry on the inelastic structural response; and numerical techniques with applications to particular engineering problems. It was aimed to provide a unified approach in order to understand both inelastic material and structural response under variable loading conditions. The attempt to extend the classical shakedown theory of Melan and Koiter to geometrically non-linear problems is presented in several papers. The industrial application of cyclic plasticity to the analysis and the design of pressure bellows, compensators, turbine disks, or flange connections under thermal and pressure cycles illustrates the great potential of the numerical techniques developed for this purpose using mostly min-max approaches. The treatment of railway problems and the analysis and optimisation of pavements are further examples of important areas of applications. Emphasis was laid on approaches that take into account the fact that loading histories are often not precisely known Therefore, the center of interest lies in other than step by step calculation methods.
Inelastic Behaviour of Structures Under Variable Loads
Mróz, Zenon (EDT); Weichert, Dieter (EDT); Dorosz, Stanislaw (EDT)
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Inelastic Behaviour of Structures Under Variable Loads
Mróz, Zenon (EDT); Weichert, Dieter (EDT); Dorosz, Stanislaw (EDT)
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Taschenbuch. Condition: Neu. Inelastic Behaviour of Structures under Variable Loads | Zenon Mróz (u. a.) | Taschenbuch | xvii | Englisch | 2012 | Springer | EAN 9789401041201 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu….
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Condition: New. This text is a state of the art presentation of theories and methods related to the problem of the behaviour of mechanical structures under variable loads beyond their elastic limit. Editor(s): Mroz, Z.; Weichert, Dieter; Dorosz, Stanislaw. Series: Solid Mechanics and its Applications. Num Pages: 519 pages, biogr…aphy. BIC Classification: TGMD; TNC. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly. Dimension: 244 x 170 x 28. Weight in Grams: 906. . 1995. Hardback. . . . .
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Condition: New. pp. 524.
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Taschenbuch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - This collection of papers is a state of the art presentation of theories and methods related to the problem of the behaviour of mechanical structures under variable loads beyond their elastic limit In particular, the problems of shakedown, ratchett…ing, transient and asymptotic cyclic states are addressed. The volume is composed of four chapters devoted to material modelling for cyclic loading conditions; general theory of accommodated states of structures; effects of changes of the geometry on the inelastic structural response; and numerical techniques with applications to particular engineering problems. It was aimed to provide a unified approach in order to understand both inelastic material and structural response under variable loading conditions. The attempt to extend the classical shakedown theory of Melan and Koiter to geometrically non-linear problems is presented in several papers. The industrial application of cyclic plasticity to the analysis and the design of pressure bellows, compensators, turbine disks, or flange connections under thermal and pressure cycles illustrates the great potential of the numerical techniques developed for this purpose using mostly min-max approaches. The treatment of railway problems and the analysis and optimisation of pavements are further examples of important areas of applications. Emphasis was laid on approaches that take into account the fact that loading histories are often not precisely known Therefore, the center of interest lies in other than step by step calculation methods.
Language: English
Published by Springer Netherlands, Springer Netherlands 1995
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Buch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - This collection of papers is a state of the art presentation of theories and methods related to the problem of the behaviour of mechanical structures under variable loads beyond their elastic limit In particular, the problems of shakedown, ratchetting, tr…ansient and asymptotic cyclic states are addressed. The volume is composed of four chapters devoted to material modelling for cyclic loading conditions; general theory of accommodated states of structures; effects of changes of the geometry on the inelastic structural response; and numerical techniques with applications to particular engineering problems. It was aimed to provide a unified approach in order to understand both inelastic material and structural response under variable loading conditions. The attempt to extend the classical shakedown theory of Melan and Koiter to geometrically non-linear problems is presented in several papers. The industrial application of cyclic plasticity to the analysis and the design of pressure bellows, compensators, turbine disks, or flange connections under thermal and pressure cycles illustrates the great potential of the numerical techniques developed for this purpose using mostly min-max approaches. The treatment of railway problems and the analysis and optimisation of pavements are further examples of important areas of applications. Emphasis was laid on approaches that take into account the fact that loading histories are often not precisely known Therefore, the center of interest lies in other than step by step calculation methods.
Inelastic Behaviour of Structures under Variable Loads
Mróz, Zenon (Edited by)/ Weichert, Dieter (Edited by)/ Dorosz, Stanislaw (Edited by)
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Inelastic Behaviour of Structures Under Variable Loads
Mróz, Zenon (EDT); Weichert, Dieter (EDT); Dorosz, Stanislaw (EDT)
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Inelastic Behaviour of Structures Under Variable Loads
Mróz, Zenon (EDT); Weichert, Dieter (EDT); Dorosz, Stanislaw (EDT)
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Condition: New. This text is a state of the art presentation of theories and methods related to the problem of the behaviour of mechanical structures under variable loads beyond their elastic limit. Editor(s): Mroz, Z.; Weichert, Dieter; Dorosz, Stanislaw. Series: Solid Mechanics and its Applications. Num Pages: 519 pages, biogr…aphy. BIC Classification: TGMD; TNC. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly. Dimension: 244 x 170 x 28. Weight in Grams: 906. . 1995. Hardback. . . . . Books ship from the US and Ireland.
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Language: English
Published by Springer Vienna Nov 2002 2002
Series: CISM International Centre for Mechanical Sciences, Book 362 of 433. Book 362 of 433 - CISM International Centre for Mechanical Sciences
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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be found both in mecha…nical and civil engineering (e.g. transportation technologies, pressure vessels, pipelines, offshore platforms, dams, pavements and buildings in seismic zones). So-called 'direct' methods are focused, based on the shakedown theorems and their specialisation to limit theorems. These methods are receiving increased attention for the prediction of structural failure because they provide the information that is essential in practice (e.g. safety factor and collapse mechanisms) by more economical procedures than step-by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis. 408 pp. Englisch.
Language: English
Published by Springer 2002
Series: CISM International Centre for Mechanical Sciences, Book 362 of 433. Book 362 of 433 - CISM International Centre for Mechanical Sciences
- Softcover
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Language: English
Published by Springer 2002
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Condition: New. PRINT ON DEMAND pp. 408.
Language: English
Published by Springer Vienna 2002
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Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be foun…d both in mechanical and civil engineeri.
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Published by Springer Vienna, Springer Nov 2002 2002
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Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be found both in mechanica…l and civil engineering (e.g. transportation technologies, pressure vessels, pipelines, offshore platforms, dams, pavements and buildings in seismic zones).So-called 'direct¿ methods are focused, based on the shakedown theorems and their specialisation to limit theorems. These methods are receiving increased attention for the prediction of structural failure because they provide the information that is essential in practice (e.g. safety factor and collapse mechanisms) by more economical procedures than step-by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis.Springer-Verlag KG, Sachsenplatz 4-6, 1201 Wien 408 pp. Englisch.
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Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. This collection of papers is a state of the art presentation of theories and methods related to the problem of the behaviour of mechanical structures under variable loads beyond their elastic limit In particular, the…problems of shakedown, ratchetting, tran.
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Gebunden. Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. This collection of papers is a state of the art presentation of theories and methods related to the problem of the behaviour of mechanical structures under variable loads beyond their elastic limit In partic…ular, the problems of shakedown, ratchetting, tran.
