Steel connection analysis. (2018)
- Record Type:
- Book
- Title:
- Steel connection analysis. (2018)
- Main Title:
- Steel connection analysis
- Further Information:
- Note: Paolo Rugarli.
- Authors:
- Rugarli, Paolo, 1963-
- Contents:
- Foreword 1 INTRODUCTION 1.1 An unsolved problem 1.2 The limits of traditional approaches 1.3 Some limits of the codes of practice 1.4 Scope of this work 1.5 Automatic modeling and analysis of 3D connections 1.6 Acknowledgements References 2 JNODES 2.1 The BFEM 2.2 From the BFEM to the member model 2.3 The jnodes 2.4 Jnode analytics 2.5 Equal jnodes detection 2.6 Structural connectivity indices 2.7 Particular issues 2.8 Jclasses References 3 A MODEL FOR CONNECTION 3.1 Terminology 3.2 Graphs of connections 3.3 Subconstituents vs layouts 3.4 Classification of connections References 4 RENODES 4.1 From jnode to renode concept 4.2 BREP geometrical description of 3D objects 4.3 The scene 4.4 Dual geometry 4.5 Automatic connection detection 4.6 Elementary operations 4.7 Renode logic and the chains 4.8 Prenodes 4.9 After scene creation 5 THE PILLARS OF CONNECTION ANALYSIS 5.1 Equilibrium 5.2 Action reaction principle 5.3 Statics of connections 5.4 The static theorem of limit analysis 5.5 The unsaid of the engineering simplified methods 5.6 Missing pillars of connection analysis 5.7 Analysis of connections: general path References 6 CONNECTORS: WELD LAYOUTS 6.1 Introduction 6.2 Considerations about the stiffness matrix of connectors 6.3 Introduction to weld layouts 6.4 Reference systems and stresses for welds 6.5 Geometrical limitations 6.6 Penetration-weld layouts (groove welds) 6.7 Fillet-welds weld layouts 6.8 Mixed penetration and fillet weld layouts References 7 CONNECTORS: BOLTForeword 1 INTRODUCTION 1.1 An unsolved problem 1.2 The limits of traditional approaches 1.3 Some limits of the codes of practice 1.4 Scope of this work 1.5 Automatic modeling and analysis of 3D connections 1.6 Acknowledgements References 2 JNODES 2.1 The BFEM 2.2 From the BFEM to the member model 2.3 The jnodes 2.4 Jnode analytics 2.5 Equal jnodes detection 2.6 Structural connectivity indices 2.7 Particular issues 2.8 Jclasses References 3 A MODEL FOR CONNECTION 3.1 Terminology 3.2 Graphs of connections 3.3 Subconstituents vs layouts 3.4 Classification of connections References 4 RENODES 4.1 From jnode to renode concept 4.2 BREP geometrical description of 3D objects 4.3 The scene 4.4 Dual geometry 4.5 Automatic connection detection 4.6 Elementary operations 4.7 Renode logic and the chains 4.8 Prenodes 4.9 After scene creation 5 THE PILLARS OF CONNECTION ANALYSIS 5.1 Equilibrium 5.2 Action reaction principle 5.3 Statics of connections 5.4 The static theorem of limit analysis 5.5 The unsaid of the engineering simplified methods 5.6 Missing pillars of connection analysis 5.7 Analysis of connections: general path References 6 CONNECTORS: WELD LAYOUTS 6.1 Introduction 6.2 Considerations about the stiffness matrix of connectors 6.3 Introduction to weld layouts 6.4 Reference systems and stresses for welds 6.5 Geometrical limitations 6.6 Penetration-weld layouts (groove welds) 6.7 Fillet-welds weld layouts 6.8 Mixed penetration and fillet weld layouts References 7 CONNECTORS: BOLT LAYOUTS AND CONTACT 7.1 Introduction to bolt layouts 7.2 Bolt sizes and classes 7.3 Reference system and stresses for bolt layouts 7.4 Geometrical limitations 7.5 Not preloaded bolt layouts (bearing bolt layouts) 7.6 Preloaded bolt layouts (slip resistant bolt layouts) 7.7 Anchors 7.8 Stiffness matrix of bolt layouts and of single bolts 7.9 Internal force distribution 7.1 Contact References 8 FAILURE MODES 8.1 Foreword 8.2 The utilization factor concept 8.3 About specifications 8.4 Weld layouts 8.5 Bolt layouts 8.6 Pins 8.7 Members and force-transferrers References 9 ANALYSIS: HYBRID APPROACH 9.1 Introduction 9.2 Some basic recalls about fem analysis of plated-structures 9.3 The IRFEM 9.4 Connectors checks 9.5 Cleats and members non-fem checks 9.6 Single Constituent Finite Element Models (SCOFEM) 9.7 Multiple Constituents Finite Element Models (MCOFEM) 9.8 A path for hybrid approach References 10 ANALYSIS: PURE FEM APPROACH 10.1 Losing the sub-connector organization 10.2 Finite Elements for welds 10.4 Loads 10.5 Constraints 10.6 Checking of welds and bolts 10.7 Checking of components 10.8 Stiffness evaluation 10.9 Analysis Strategies 11 CONCLUSIONS AND FUTURE DEVELOPMENTS 11.1 Conclusions 11.2 Final acknowledgements 11.3 Future developments References 12 APPENDIX 1: CONVENTIONS AND RECALLS 12.1 Recalls of matrix algebra, notation 12.2 Cross-sections 12.3 Orientation matrix 12.4 Change of reference system 12.5 Pseudocode symbol meaning 13 APPENDIX 2: TANGENT STIFFNESS MATRIX OF FILLET-WELDS 13.1 Tangent stiffness matrix of a weld segment 13.2 Modifications for weld segments using contact 13.3 The tangent stiffness matrix of a weld layout for the instantaneous center of rotation method 14 APPENDIX 3: TANGENT STIFFNESS MATRIX OF BOLTS IN SHEAR 14.1 Tangent stiffness matrix of a bolt 14.2 Tangent stiffness matrix of a bolt layout for the instantaneous center of rotation method Index … (more)
- Edition:
- 1st
- Publisher Details:
- Chichester : Wiley Blackwell
- Publication Date:
- 2018
- Extent:
- 1 online resource
- Subjects:
- 624.1821
Steel, Structural -- Testing
Finite element method
Building, Iron and steel -- Joints - Languages:
- English
- ISBNs:
- 9781119303534
9781119303480 - Related ISBNs:
- 9781119303466
- Notes:
- Note: Description based on CIP data; resource not viewed.
- Access Rights:
- Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
- Access Usage:
- Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library HMNTS - ELD.DS.266049
- Ingest File:
- 02_309.xml