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Fatigue design of steel and composite structures . Eurocode 3 Design of steel structures, part 1-9 fatigue . Eurocode 4 Design of composite steel and concrete structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine
| Fatigue design of steel and composite structures . Eurocode 3 Design of steel structures, part 1-9 fatigue . Eurocode 4 Design of composite steel and concrete structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine |
| Autore | Nussbaumer Alain |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Berlin : , : Ernst, Wilhelm & Sohn : , : European Convention for Constructional Steelwork, , [2018] |
| Descrizione fisica | 1 online resource (294 pages) : illustrations |
| Disciplina | 620.176 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico |
Steel, Structural - Fatigue
Concrete - Fatigue Building, Iron and steel - Standards - Europe Composite construction - Standards - Europe Structural design - Standards - Europe |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-5231-2349-4
3-433-60880-6 3-433-60879-2 3-433-60881-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910555112003321 |
Nussbaumer Alain
|
||
| Berlin : , : Ernst, Wilhelm & Sohn : , : European Convention for Constructional Steelwork, , [2018] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fatigue design of steel and composite structures . Eurocode 3 Design of steel structures, part 1-9 fatigue . Eurocode 4 Design of composite steel and concrete structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine
| Fatigue design of steel and composite structures . Eurocode 3 Design of steel structures, part 1-9 fatigue . Eurocode 4 Design of composite steel and concrete structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine |
| Autore | Nussbaumer Alain |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Berlin : , : Ernst, Wilhelm & Sohn : , : European Convention for Constructional Steelwork, , [2018] |
| Descrizione fisica | 1 online resource (294 pages) : illustrations |
| Disciplina | 620.176 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico |
Steel, Structural - Fatigue
Concrete - Fatigue Building, Iron and steel - Standards - Europe Composite construction - Standards - Europe Structural design - Standards - Europe |
| ISBN |
1-5231-2349-4
3-433-60880-6 3-433-60879-2 3-433-60881-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910831045603321 |
|
Nussbaumer Alain
|
||
| Berlin : , : Ernst, Wilhelm & Sohn : , : European Convention for Constructional Steelwork, , [2018] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine
| Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine |
| Autore | Nussbaumer Alain <1964-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (341 p.) |
| Disciplina | 620.176 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico |
Steel, Structural - Fatigue
Concrete - Fatigue |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60120-8
1-283-43210-2 9786613432100 1-62198-009-X 3-433-60118-6 3-433-60121-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table of contents; Foreword; Preface; Acknowledgments; Symbology; Terminology; Chapter 1:Introduction; 1.1 Basis Of Fatigue Design In Steel Structures; 1.1.1 General; 1.1.2 Main parameters influencing fatigue life; 1.1.3 Expression of fatigue strength; 1.1.4 Variable amplitude and cycle counting; 1.1.5 Damage accumulation; 1.2 Damage Equivalent Factor Concept; 1.3 Codes Of Practice; 1.3.1 Introduction; 1.3.2 Eurocodes 3 and 4; 1.3.3 Eurocode 9; 1.3.4 Execution (EN 1090-2); 1.3.5 Other execution standards; 1.4 Description Of The Structures Used In The Worked Examples
1.4.1 Introduction1.4.2 Steel and concrete composite road bridge (worked example 1); 1.4.2.1 Longitudinal elevation and transverse cross section; 1.4.2.2 Materials and structural steel distribution; 1.4.2.3 The construction stages; 1.4.3 Chimney (worked example 2); 1.4.3.1 Introduction; 1.4.3.2 General characteristics of the chimney; 1.4.3.3 Dimensions of socket joint located at +11.490 m (see Figure 1.20); 1.4.3.4 Dimensions of ground plate joint with welded stiffeners located at the bottom, at +0.350 m:; 1.4.3.5 Dimensions of manhole located between +1.000 m and +2.200 m 1.4.4 Crane supporting structures (worked example 3)1.4.4.1 Introduction; 1.4.4.2 Actions to be considered; Chapter 2:Application Range And Limitations; 2.1 Introduction; 2.2 Materials; 2.3 Corrosion; 2.4 Temperature; 2.5 Loading Rate; 2.6 Limiting Stress Ranges; Chapter 3:Determination Of Stresses And Stress Ranges; 3.1 Fatigue Loads; 3.1.1 Introduction; 3.1.2 Road bridges; 3.1.2.1 Fatigue load model 1 (FLM1); 3.1.2.2 Fatigue load model 2 (FLM2); 3.1.2.3 Fatigue load model 3 (FLM3); 3.1.2.4 Fatigue load model 4 (FLM4); 3.1.2.5 Fatigue load model 5 (FLM5); 3.1.3 Railway bridges 3.1.4 Crane supporting structures3.1.5 Masts, towers, and chimneys; 3.1.6 Silos and tanks; 3.1.7 Tensile cable structures, tension components; 3.1.8 Other structures; 3.2 Damage Equivalent Factors; 3.2.1 Concept; 3.2.2 Critical influence line length; 3.2.3 Road bridges; 3.2.4 Railway bridges; 3.2.5 Crane supporting structures; 3.2.6 Towers, masts and chimneys; 3.3 Calculation Of Stresses; 3.3.1 Introduction; 3.3.2 Relevant nominal stresses; 3.3.3 Stresses in bolted joints; 3.3.4 Stresses in welds; 3.3.5 Nominal stresses in steel and concrete composite bridges 3.3.6 Nominal stresses in tubular structures (frames and trusses)3.4 Modified Nominal Stresses And Concentration Factors; 3.4.1 Generalities; 3.4.2 Misalignments; 3.5 Geometric Stresses (Structural Stress At The Hot Spot); 3.5.1 Introduction; 3.5.2 Determination using FEM modelling; 3.5.3 Determination using formulas; 3.6 Stresses In Orthotropic Decks; 3.7 Calculation Of Stress Ranges; 3.7.1 Introduction; 3.7.2 Stress range in non-welded details; 3.7.3 Stress ranges in bolted joints; 3.7.4 Stress range in welds; 3.7.5 Multiaxial stress range cases; 3.7.5.1 Introduction 3.7.5.2 Possible stress range cases |
| Record Nr. | UNINA-9910139723603321 |
|
Nussbaumer Alain <1964->
|
||
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine
| Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine |
| Autore | Nussbaumer Alain <1964-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (341 p.) |
| Disciplina | 620.176 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico |
Steel, Structural - Fatigue
Concrete - Fatigue |
| ISBN |
3-433-60120-8
1-283-43210-2 9786613432100 1-62198-009-X 3-433-60118-6 3-433-60121-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table of contents; Foreword; Preface; Acknowledgments; Symbology; Terminology; Chapter 1:Introduction; 1.1 Basis Of Fatigue Design In Steel Structures; 1.1.1 General; 1.1.2 Main parameters influencing fatigue life; 1.1.3 Expression of fatigue strength; 1.1.4 Variable amplitude and cycle counting; 1.1.5 Damage accumulation; 1.2 Damage Equivalent Factor Concept; 1.3 Codes Of Practice; 1.3.1 Introduction; 1.3.2 Eurocodes 3 and 4; 1.3.3 Eurocode 9; 1.3.4 Execution (EN 1090-2); 1.3.5 Other execution standards; 1.4 Description Of The Structures Used In The Worked Examples
1.4.1 Introduction1.4.2 Steel and concrete composite road bridge (worked example 1); 1.4.2.1 Longitudinal elevation and transverse cross section; 1.4.2.2 Materials and structural steel distribution; 1.4.2.3 The construction stages; 1.4.3 Chimney (worked example 2); 1.4.3.1 Introduction; 1.4.3.2 General characteristics of the chimney; 1.4.3.3 Dimensions of socket joint located at +11.490 m (see Figure 1.20); 1.4.3.4 Dimensions of ground plate joint with welded stiffeners located at the bottom, at +0.350 m:; 1.4.3.5 Dimensions of manhole located between +1.000 m and +2.200 m 1.4.4 Crane supporting structures (worked example 3)1.4.4.1 Introduction; 1.4.4.2 Actions to be considered; Chapter 2:Application Range And Limitations; 2.1 Introduction; 2.2 Materials; 2.3 Corrosion; 2.4 Temperature; 2.5 Loading Rate; 2.6 Limiting Stress Ranges; Chapter 3:Determination Of Stresses And Stress Ranges; 3.1 Fatigue Loads; 3.1.1 Introduction; 3.1.2 Road bridges; 3.1.2.1 Fatigue load model 1 (FLM1); 3.1.2.2 Fatigue load model 2 (FLM2); 3.1.2.3 Fatigue load model 3 (FLM3); 3.1.2.4 Fatigue load model 4 (FLM4); 3.1.2.5 Fatigue load model 5 (FLM5); 3.1.3 Railway bridges 3.1.4 Crane supporting structures3.1.5 Masts, towers, and chimneys; 3.1.6 Silos and tanks; 3.1.7 Tensile cable structures, tension components; 3.1.8 Other structures; 3.2 Damage Equivalent Factors; 3.2.1 Concept; 3.2.2 Critical influence line length; 3.2.3 Road bridges; 3.2.4 Railway bridges; 3.2.5 Crane supporting structures; 3.2.6 Towers, masts and chimneys; 3.3 Calculation Of Stresses; 3.3.1 Introduction; 3.3.2 Relevant nominal stresses; 3.3.3 Stresses in bolted joints; 3.3.4 Stresses in welds; 3.3.5 Nominal stresses in steel and concrete composite bridges 3.3.6 Nominal stresses in tubular structures (frames and trusses)3.4 Modified Nominal Stresses And Concentration Factors; 3.4.1 Generalities; 3.4.2 Misalignments; 3.5 Geometric Stresses (Structural Stress At The Hot Spot); 3.5.1 Introduction; 3.5.2 Determination using FEM modelling; 3.5.3 Determination using formulas; 3.6 Stresses In Orthotropic Decks; 3.7 Calculation Of Stress Ranges; 3.7.1 Introduction; 3.7.2 Stress range in non-welded details; 3.7.3 Stress ranges in bolted joints; 3.7.4 Stress range in welds; 3.7.5 Multiaxial stress range cases; 3.7.5.1 Introduction 3.7.5.2 Possible stress range cases |
| Record Nr. | UNISA-996217892803316 |
|
Nussbaumer Alain <1964->
|
||
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine
| Fatigue design of steel and composite structures / / Alain Nussbaumer, Luis Borges, Laurence Davaine |
| Autore | Nussbaumer Alain <1964-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] |
| Descrizione fisica | 1 online resource (341 p.) |
| Disciplina | 620.176 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico |
Steel, Structural - Fatigue
Concrete - Fatigue |
| ISBN |
3-433-60120-8
1-283-43210-2 9786613432100 1-62198-009-X 3-433-60118-6 3-433-60121-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table of contents; Foreword; Preface; Acknowledgments; Symbology; Terminology; Chapter 1:Introduction; 1.1 Basis Of Fatigue Design In Steel Structures; 1.1.1 General; 1.1.2 Main parameters influencing fatigue life; 1.1.3 Expression of fatigue strength; 1.1.4 Variable amplitude and cycle counting; 1.1.5 Damage accumulation; 1.2 Damage Equivalent Factor Concept; 1.3 Codes Of Practice; 1.3.1 Introduction; 1.3.2 Eurocodes 3 and 4; 1.3.3 Eurocode 9; 1.3.4 Execution (EN 1090-2); 1.3.5 Other execution standards; 1.4 Description Of The Structures Used In The Worked Examples
1.4.1 Introduction1.4.2 Steel and concrete composite road bridge (worked example 1); 1.4.2.1 Longitudinal elevation and transverse cross section; 1.4.2.2 Materials and structural steel distribution; 1.4.2.3 The construction stages; 1.4.3 Chimney (worked example 2); 1.4.3.1 Introduction; 1.4.3.2 General characteristics of the chimney; 1.4.3.3 Dimensions of socket joint located at +11.490 m (see Figure 1.20); 1.4.3.4 Dimensions of ground plate joint with welded stiffeners located at the bottom, at +0.350 m:; 1.4.3.5 Dimensions of manhole located between +1.000 m and +2.200 m 1.4.4 Crane supporting structures (worked example 3)1.4.4.1 Introduction; 1.4.4.2 Actions to be considered; Chapter 2:Application Range And Limitations; 2.1 Introduction; 2.2 Materials; 2.3 Corrosion; 2.4 Temperature; 2.5 Loading Rate; 2.6 Limiting Stress Ranges; Chapter 3:Determination Of Stresses And Stress Ranges; 3.1 Fatigue Loads; 3.1.1 Introduction; 3.1.2 Road bridges; 3.1.2.1 Fatigue load model 1 (FLM1); 3.1.2.2 Fatigue load model 2 (FLM2); 3.1.2.3 Fatigue load model 3 (FLM3); 3.1.2.4 Fatigue load model 4 (FLM4); 3.1.2.5 Fatigue load model 5 (FLM5); 3.1.3 Railway bridges 3.1.4 Crane supporting structures3.1.5 Masts, towers, and chimneys; 3.1.6 Silos and tanks; 3.1.7 Tensile cable structures, tension components; 3.1.8 Other structures; 3.2 Damage Equivalent Factors; 3.2.1 Concept; 3.2.2 Critical influence line length; 3.2.3 Road bridges; 3.2.4 Railway bridges; 3.2.5 Crane supporting structures; 3.2.6 Towers, masts and chimneys; 3.3 Calculation Of Stresses; 3.3.1 Introduction; 3.3.2 Relevant nominal stresses; 3.3.3 Stresses in bolted joints; 3.3.4 Stresses in welds; 3.3.5 Nominal stresses in steel and concrete composite bridges 3.3.6 Nominal stresses in tubular structures (frames and trusses)3.4 Modified Nominal Stresses And Concentration Factors; 3.4.1 Generalities; 3.4.2 Misalignments; 3.5 Geometric Stresses (Structural Stress At The Hot Spot); 3.5.1 Introduction; 3.5.2 Determination using FEM modelling; 3.5.3 Determination using formulas; 3.6 Stresses In Orthotropic Decks; 3.7 Calculation Of Stress Ranges; 3.7.1 Introduction; 3.7.2 Stress range in non-welded details; 3.7.3 Stress ranges in bolted joints; 3.7.4 Stress range in welds; 3.7.5 Multiaxial stress range cases; 3.7.5.1 Introduction 3.7.5.2 Possible stress range cases |
| Record Nr. | UNINA-9910830440203321 |
|
Nussbaumer Alain <1964->
|
||
| Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Handbook of residual stress and deformation of steel / edited by G. Totten, M. Howes, T. Inoue
| Handbook of residual stress and deformation of steel / edited by G. Totten, M. Howes, T. Inoue |
| Pubbl/distr/stampa | Materials Park, Ohio : ASM International, c2002 |
| Descrizione fisica | vii, 499 p. : ill. ; 29 cm |
| Disciplina | 620.176 |
| Altri autori (Persone) |
Totten, George E.
Howes, Maurice A. H. Inoue, Tatsuo, 1939- |
| Soggetto topico |
Steel - Fatigue - Handbooks, manuals, etc
Residual stresses - Handbooks, manuals, etc |
| ISBN | 9780871707291 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991001473599707536 |
| Materials Park, Ohio : ASM International, c2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
| ||
Residual Stress, Thermomechanics & Infrared Imaging, Hybrid Techniques and Inverse Problems, Volume 9 : Proceedings of the 2016 Annual Conference on Experimental and Applied Mechanics / / edited by Simon Quinn, Xavier Balandraud
| Residual Stress, Thermomechanics & Infrared Imaging, Hybrid Techniques and Inverse Problems, Volume 9 : Proceedings of the 2016 Annual Conference on Experimental and Applied Mechanics / / edited by Simon Quinn, Xavier Balandraud |
| Edizione | [1st ed. 2017.] |
| Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2017 |
| Descrizione fisica | 1 online resource (VIII, 198 p. 170 illus., 131 illus. in color.) |
| Disciplina | 620.176 |
| Collana | Conference Proceedings of the Society for Experimental Mechanics Series |
| Soggetto topico |
Mechanics, Applied
Materials - Analysis Computer-aided engineering Materials Engineering Mechanics Characterization and Analytical Technique Computer-Aided Engineering (CAD, CAE) and Design Materials Engineering |
| ISBN |
87-438-0311-3
87-7004-943-2 3-319-42255-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1 Fatigue Behaviour of Stainless Steels A Multi Parametric Approach -- 2 Measurement of Mechanical Dissipation in SMAs by Infrared Thermography -- 3 The Effect of Microstructure on Energy Dissipation in 316L Stainless Steel -- 4 Large Area Nondestructive Evaluation of a Fatigue Loaded Composite Structure -- 5 Sensitivity Analysis of Hybrid Thermoelastic Techniques -- 6 Determining Stress Intensity Factors Using Hybrid Thermoelastic Analysis -- 7 Stress Analysis of a Finite Orthotropic Plate Containing an Elliptical Hole from Recorded Temperature Data -- 8 Using TSA to Identify Regions Having Developed Plastic Strain During Welding -- 9 Finite Element Modelling of a Series of Austenitic Steel 316L Weldments to Inform Thermoelastic Stress Analysis Residual Stress Assessment -- 10 Residual Stress Measurement of Full Scale Jet Engine Bearing Elements Using the Contour Method -- 11 ESPI Hole Drilling of Rings and Holes Using Cylindrical Hole Analysis -- 12 Preliminary Study on Residual Stress inFDM Parts -- 13 Predicting Residual Stress on X ray Tomographed Complex Bi Layer Geometries Using 3D Finite Element Analysis -- 14 Combining Hole Drilling and Ring Core Techniques -- 15 A Low Cost Residual Stress Measuring Instrument -- 16 Non destructive Internal Strain Measurement Using High Energy Synchrotron Radiation -- 17 Discussion on X Ray and HDM Residual Stress Measurements -- 18 Reducing Full Field Identification Cost by Using Quasi Newton Methods -- 19 Parameter Identification of Nonlinear Viscoelastic Material Model using Finite Element based Inverse Analysis -- 20 Stiffness Heterogeneity of Multiply Paperboard Examined with VFM -- 21 Rigid Body Motion Tolerance for Industrial Helical CT Measurements of Logs -- 22 Development and Experimental Validation of Thermally Stable Unimorph SMP Actuators Incorporating Transverse Curvature -- 23 Identification of constitutive model parameters in Hopkinson Bar tests. |
| Record Nr. | UNINA-9910254163103321 |
| Cham : , : Springer International Publishing : , : Imprint : Springer, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Resistance to Plane-Stress Fracture (R-Curve Behavior) of A572 Structural Steel
| Resistance to Plane-Stress Fracture (R-Curve Behavior) of A572 Structural Steel |
| Autore | Novak S. R |
| Pubbl/distr/stampa | [Place of publication not identified], : American Society for Testing & Materials, 1976 |
| Descrizione fisica | 1 online resource (57 pages) : illustrations |
| Disciplina | 620.176 |
| Soggetto topico |
Steel - Fracture
Steel, Structural - Testing |
| ISBN | 0-8031-4670-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Resistance to Plane-Stress Fracture |
| Record Nr. | UNINA-9910164737003321 |
|
Novak S. R
|
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| [Place of publication not identified], : American Society for Testing & Materials, 1976 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||