Steel Connection Analysis. (Record no. 136377)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 10664nam a22004693i 4500 |
| 001 - CONTROL NUMBER | |
| control field | EBC5301739 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MiAaPQ |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240729131759.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS | |
| fixed length control field | m o d | |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION | |
| fixed length control field | cr cnu|||||||| |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240724s2018 xx o ||||0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9781119303480 |
| Qualifying information | (electronic bk.) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| Canceled/invalid ISBN | 9781119303466 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (MiAaPQ)EBC5301739 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (Au-PeEL)EBL5301739 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (CaPaEBR)ebr11512959 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (OCoLC)1019840639 |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | MiAaPQ |
| Language of cataloging | eng |
| Description conventions | rda |
| -- | pn |
| Transcribing agency | MiAaPQ |
| Modifying agency | MiAaPQ |
| 050 #4 - LIBRARY OF CONGRESS CALL NUMBER | |
| Classification number | TA475 .R843 2018 |
| 082 0# - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.1821 |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Rugarli, Paolo. |
| 245 10 - TITLE STATEMENT | |
| Title | Steel Connection Analysis. |
| 250 ## - EDITION STATEMENT | |
| Edition statement | 1st ed. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | Newark : |
| Name of producer, publisher, distributor, manufacturer | John Wiley & Sons, Incorporated, |
| Date of production, publication, distribution, manufacture, or copyright notice | 2018. |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Date of production, publication, distribution, manufacture, or copyright notice | ©2018. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 1 online resource (549 pages) |
| 336 ## - CONTENT TYPE | |
| Content type term | text |
| Content type code | txt |
| Source | rdacontent |
| 337 ## - MEDIA TYPE | |
| Media type term | computer |
| Media type code | c |
| Source | rdamedia |
| 338 ## - CARRIER TYPE | |
| Carrier type term | online resource |
| Carrier type code | cr |
| Source | rdacarrier |
| 505 0# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Intro -- Title Page -- Copyright -- Contents -- Preface -- Chapter 1 Introduction -- 1.1 An Unsolved Problem -- 1.2 Limits of Traditional Approaches -- 1.2.1 Generality -- 1.2.2 Member Stress State Oversimplification -- 1.2.3 Single Constituent Internal Combined Effects Linearization -- 1.2.4 Single-Constituent External Combined-Effects Neglect -- 1.2.5 Neglecting Eccentricities -- 1.2.6 Use of Envelopes -- 1.2.7 Oversimplification of Plastic Mechanisms Evaluation -- 1.2.8 Evaluation of Buckling Phenomena -- 1.3 Some Limits of the Codes of Practice -- 1.3.1 Problem of Coded Standards -- 1.3.2 T-Stub in Eurocode 3 -- 1.3.3 Eurocode 3 Component Model -- 1.3.4 Distribution of Internal Forces -- 1.3.5 Prying Forces -- 1.3.6 Block Tearing -- 1.4 Scope of This Book -- 1.5 Automatic Modeling and Analysis of 3D Connections -- 1.6 Acknowledgments -- References -- Chapter 2 Jnodes -- 2.1 BFEM -- 2.2 From the BFEM to the Member Model -- 2.2.1 Physical Model and the Analytical Model -- 2.2.2 Member Detection: Connection Codes -- 2.2.3 An Automatic Algorithm for Straight Prismatic Member Detection -- 2.2.4 Member Data Structure -- 2.2.5 Member Classification at a Node -- 2.2.6 Member Mutual Alignment Coding -- 2.3 Jnodes -- 2.3.1 Need for the Jnode Concept -- 2.3.2 Jnode Definition -- 2.4 Jnode Analytics -- 2.4.1 Classification of Jnodes -- 2.4.2 Simple Jnodes -- 2.4.3 Hierarchical Jnodes -- 2.4.4 Central Jnodes -- 2.4.5 Cuspidal Jnodes -- 2.4.6 Tangent Jnodes -- 2.4.7 Constraints -- 2.4.8 Summary of Jnode Classification -- 2.4.9 Setting Connection Codes: Examples -- 2.5 Equal Jnodes Detection -- 2.5.1 Toponode -- 2.5.2 Jnode Data Structure -- 2.5.3 Superimposable Member Couples -- 2.5.4 Criteria to Assess Jnodes Equality -- 2.5.5 Algorithm to Find Equal Jnodes -- 2.5.6 Examples -- 2.6 Structural Connectivity Indices -- 2.7 Particular Issues. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 2.7.1 Symmetries -- 2.7.2 Splitting of Jnodes -- 2.7.3 Mutual Interaction of Different Jnodes, Jnode Clusters -- 2.7.4 Tolerances -- 2.8 Jclasses -- References -- Chapter 3 A Model for Connection -- 3.1 Terminology -- 3.2 Graphs of Connections -- 3.3 Subconstituents vs Layouts -- 3.4 Classification of Connections -- Reference -- Chapter 4 Renodes -- 4.1 From Jnode to Renode Concept -- 4.2 BREP Geometrical Description of 3D Objects -- 4.3 The Scene -- 4.3.1 Generality -- 4.3.2 Members -- 4.3.3 Typical Fittings -- 4.3.4 Connectors -- 4.4 Dual Geometry -- 4.5 Automatic Connection Detection -- 4.5.1 Faces in Contact -- 4.5.2 Bolt Layouts -- 4.5.3 Weld Layouts -- 4.6 Elementary Operations -- 4.7 Renode Logic and the Chains -- 4.7.1 Minimum Compliance Criteria for Renode Good Design -- 4.7.2 Chains -- 4.7.3 Finding Chains -- 4.8 Prenodes -- 4.9 After Scene Creation -- Chapter 5 Pillars of Connection Analysis -- 5.1 Equilibrium -- 5.1.1 Generality -- 5.1.2 Statics of Free Rigid Bodies -- 5.2 Action Reaction Principle -- 5.3 Statics of Connections -- 5.3.1 Equilibrium of Members in Renodes: Proper and Dual Models -- 5.3.2 Force Packets for Compound Members -- 5.3.3 Primary Unknowns: Iso-, Hypo-, and Hyperconnectivity -- 5.4 Static Theorem of Limit Analysis -- 5.5 The Unsaid of the Engineering Simplified Methods -- 5.6 Missing Pillars of Connection Analysis -- 5.6.1 Buckling -- 5.6.2 Fracture -- 5.6.3 Slip -- 5.6.4 Fatigue -- 5.7 Analysis of Connections: General Path -- References -- Chapter 6 Connectors: Weld Layouts -- 6.1 Introduction -- 6.2 Considerations of Stiffness Matrix of Connectors -- 6.3 Introduction to Weld Layouts -- 6.4 Reference Systems and Stresses for Welds -- 6.5 Geometrical Limitations -- 6.5.1 Penetration Weld Layouts -- 6.5.2 Fillet Weld Layouts -- 6.6 Penetration-Weld Layouts (Groove Welds) -- 6.6.1 Generality. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 6.6.2 Simple Methods to Evaluate the Stresses -- 6.6.3 Weld Layout Cross-Section Data -- 6.6.4 Stiffness Matrix -- 6.6.5 Special Models -- 6.6.6 Example -- 6.7 Fillet-Welds Weld Layouts -- 6.7.1 The Behavior of Fillet Welds -- 6.7.2 Numerical Tests of Fillet Welds in the Linear Range -- 6.7.3 The Stiffness Matrix of a Single Fillet Weld -- 6.7.4 Instantaneous Center of Rotation Method in 3D -- 6.7.5 Computing the Stresses in Fillet Welds from the Forces Applied to the Layout -- 6.7.6 Fillet Welds Using Contact and Friction -- 6.8 Mixed Penetration and Fillet Weld Layouts -- References -- Chapter 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 -- 7.4.1 Eurocode 3 -- 7.4.2 AISC 360-10 -- 7.5 Not Preloaded Bolt Layouts (Bearing Bolt Layouts) -- 7.5.1 Shear and Torque -- 7.5.2 Axial Force and Bending -- 7.6 Preloaded Bolt Layouts (Slip Resistant Bolt Layouts) -- 7.6.1 Preloading Effects -- 7.6.2 Shear and Torque -- 7.6.3 Axial Force and Bending -- 7.7 Anchors -- 7.8 Stiffness Matrix of Bolt Layouts and of Single Bolts -- 7.8.1 Generality -- 7.8.2 Not Preloaded Bolts -- 7.8.3 Preloaded Bolts -- 7.8.4 Non-Linear Analysis of Bolts -- 7.9 Internal Force Distribution -- 7.9.1 General Method -- 7.9.2 Bearing Surface Method to Compute Forces in Bolts -- 7.9.3 Instantaneous Center of Rotation Method -- 7.9.4 Examples -- 7.10 Contact -- References -- Chapter 8 Failure Modes -- 8.1 Introduction -- 8.2 Utilization Factor Concept -- 8.3 About the Specifications -- 8.4 Weld Layouts -- 8.4.1 Generality -- 8.4.2 Penetration Weld Layouts -- 8.4.3 Fillet Weld Layouts -- 8.5 Bolt Layouts -- 8.5.1 Resistance of Bolt Shaft -- 8.5.2 Sliding and Resistance of No-Slip Connections. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 8.5.3 Pull-Out of Anchors, or Failure of the Anchor Block -- 8.6 Pins -- 8.6.1 Eurocode 3 -- 8.6.2 AISC 360-10 -- 8.7 Members and Force Transferrers -- 8.7.1 Generality -- 8.7.2 Local Failure Modes -- 8.7.3 Fracture Failure Modes -- 8.7.4 Global Failure Modes -- References -- Chapter 9 Analysis: Hybrid Approach -- 9.1 Introduction -- 9.2 Some Basic Reminders About FEM Analysis of Plated-Structures -- 9.2.1 FEM Analysis as an Engineering Tool -- 9.2.2 Linear Models -- 9.2.3 Linear Buckling Analysis -- 9.2.4 Material Non-Linearity -- 9.2.5 Geometrical Non-Linearity -- 9.2.6 Contact Non-Linearity -- 9.2.7 Non-Linear Analysis Control -- 9.3 IRFEM -- 9.3.1 Goal -- 9.3.2 Hypotheses -- 9.3.3 Construction -- 9.3.4 Examples -- 9.3.5 Results -- 9.3.6 Remarks on the Use of IRFEM -- 9.4 Connector Checks -- 9.4.1 Weld Checks -- 9.4.2 Bolt Resistance Checks -- 9.4.3 Pull-Out Checks -- 9.4.4 Slip Checks -- 9.4.5 Prying Forces -- 9.5 Cleats and Members Non-FEM Checks -- 9.5.1 Action Reaction Principle -- 9.5.2 Bolt Bearing -- 9.5.3 Punching Shear -- 9.5.4 Block Tearing -- 9.5.5 Simplified Resistance Checks -- 9.6 Single Constituent Finite Element Models -- 9.6.1 Remarks on the Finite Element Models of Single Constituents (SCOFEM) -- 9.6.2 Stiffeners -- 9.6.3 Meshing -- 9.6.4 Constraints -- 9.6.5 Loading -- 9.6.6 Members: Deciding Member-Stump-Length -- 9.6.7 Compatibility Issues -- 9.7 Multiple Constituents Finite Element Models (MCOFEM) -- 9.7.1 Goal and Use -- 9.7.2 Mesh Compatibility Between Constituents and Connector Elements -- 9.7.3 Saturated Internal Bolt Layouts and Contact Non-Linearity -- 9.7.4 Constraints -- 9.7.5 Stabilizing Springs and Buckling of Members -- 9.7.6 Need for Rechecks -- 9.8 A Path for Hybrid Approach -- References -- Chapter 10 Analysis: Pure FEM Approach -- 10.1 Losing the Subconnector Organization -- 10.2 Finite Elements for Welds. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 10.2.1 Introduction -- 10.2.2 Penetration Welds -- 10.2.3 Fillet Welds -- 10.3 Finite Elements for Bolts -- 10.3.1 Introduction -- 10.3.2 Bolts in Bearing: No Explicit Bolt-Hole Modeling -- 10.3.3 Bolts in Bearing: Explicit Bolt-Hole Modeling -- 10.3.4 Preloaded Bolts: No Explicit Bolt-Hole Modeling -- 10.3.5 Preloaded Bolts: Explicit Bolt-Hole Modeling -- 10.3.6 Effect of the Bending Moments in Bolt Shafts -- 10.3.7 Example: A Bolted Splice Joint Using PFEM -- 10.4 Loads -- 10.4.1 PFEM -- 10.4.2 MCOFEM -- 10.5 Constraints -- 10.5.1 PFEM -- 10.5.2 MCOFEM -- 10.6 Checking of Welds and Bolts -- 10.7 Checking of Components -- 10.8 Stiffness Evaluation -- 10.9 Analysis Strategies -- Reference -- Chapter 11 Conclusions and Future Developments -- 11.1 Conclusions -- 11.2 Final Acknowledgments -- 11.2.1 Reasons of This Project -- 11.3 Future Developments -- References -- Appendix 1 Conventions and Recalls -- A1.1 Recalls of Matrix Algebra, Notation -- A1.2 Cross-Sections -- A1.3 Orientation Matrix -- A1.4 Change of Reference System -- A1.5 Pseudocode Symbol Meaning -- Appendix 2 Tangent Stiffness Matrix of Fillet-Welds -- A2.1 Tangent Stiffness Matrix of a Weld Segment -- A2.2 Modifications for Weld Segments Using Contact -- A2.3 Tangent Stiffness Matrix of a Weld Layout for the Instantaneous Center of Rotation Method -- Appendix 3 Tangent Stiffness Matrix of Bolts in Shear -- A3.1 Tangent Stiffness Matrix of a Bolt -- A3.2 Tangent Stiffness Matrix of a Bolt Layout for the Instantaneous Center of Rotation Method -- Index -- Symbols and Abbreviations -- Greek Letters -- Subscripts. |
| 588 ## - SOURCE OF DESCRIPTION NOTE | |
| Source of description note | Description based on publisher supplied metadata and other sources. |
| 590 ## - LOCAL NOTE (RLIN) | |
| Local note | Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Building, Iron and steel-Joints. |
| 655 #4 - INDEX TERM--GENRE/FORM | |
| Genre/form data or focus term | Electronic books. |
| 776 08 - ADDITIONAL PHYSICAL FORM ENTRY | |
| Relationship information | Print version: |
| Main entry heading | Rugarli, Paolo |
| Title | Steel Connection Analysis |
| Place, publisher, and date of publication | Newark : John Wiley & Sons, Incorporated,c2018 |
| International Standard Book Number | 9781119303466 |
| 797 2# - LOCAL ADDED ENTRY--CORPORATE NAME (RLIN) | |
| Corporate name or jurisdiction name as entry element | ProQuest (Firm) |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://ebookcentral.proquest.com/lib/orpp/detail.action?docID=5301739">https://ebookcentral.proquest.com/lib/orpp/detail.action?docID=5301739</a> |
| Public note | Click to View |
No items available.