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Hollow Sections in Structural Applications 1st Edition by Wardenier, Packer, Zhao, van der Vegte ISBN 978-9072830869 9072830869

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Hollow Sections in Structural Applications 1st Edition Wardenier Digital Instant Download

Author(s): Wardenier, Packer, Zhao, van dee Vegte
ISBN(s): 9780471499121, 0471499129
Edition: 1st
File Details: PDF, 26.69 MB
Year: 2010
Language: english
SKU: EB-2502464 Category: Tags: , , ,

Hollow Sections in Structural Applications 1st Edition by J. Wardenier, J.A. Packer, X.-L. Zhao, G.J. van der Vegte  – Ebook PDF Instant Download/Delivery:  978-9072830869, 9072830869 
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Product details: 

ISBN 10:  9072830869 

ISBN 13: 978-9072830869

Author:  HOLLOW SECTIONS INSTRUCTURAL APPLICATIONSJ. Wardenier, J.A. Packer, X.-L. Zhao, G.J. van der Vegte
 The global construction market requires a world-wide coordination of product-, testing-, design- and execution-standards, so that contracts for delivery of products and for engineering- and construction services can be agreed on a common basis without barriers.  The mission of CIDECT is to combine the research resources of major hollow section manufacturers in order to create a major force in the research and application of hollow steel sections world wide. This forms the basis of establishing coordinated and consistent international standards.  For the ease of use of such standards, it is however necessary to reduce their content to generic rules and to leave more object-oriented detailed rules to accompanying non-conflicting complementary information, that have the advantage to be more flexible for the adaptation to recent research results and to be useable together with any international code.  The book by J. Wardenier, J.A. Packer, X.-L. Zhao and G.J. van der Vegte “Hollow sections in structural applications” is such a source, developed in an international consensus of knowledge on the topic. It incorporates the recently revised design recommendations for hollow sections joints of the International Institute of Welding, IIW (2009) and CIDECT (2008 and 2009). Both are consistent with each other and are the basis for the Draft ISO standard for Hollow Section Joints (ISO 14346) and may form the basis for future maintenance, further harmonisation and further development of Eurocode 3 (EN 1993-1-8), AISC (ANSI/AISC 360) and the CISC recommendations.  For the use together with EN 1993-1-8 and ANSI/AISC 360, both being based on the previous IIW (1989) recommendations, the main differences to these rules are highlighted.   The authors are all internationally recognized experts in the field of tubular steel structures, three of them having been chairmen of the IIW-Subcommission XV-E on “Tubular Structures” since 1981. This committee is the pre-eminent international authority producing design recommendations and standards for onshore tubular structures.  This book should therefore be an invaluable resource for lecturers, graduate students in structural, architectural and civil engineering, explaining the important principles in the behaviour of tubular steel structures. It is also addressed to designers of steel structures who can find in it the special items related to the use of hollow sections, in particular joints, their failure modes and analytical models as supplements to more general design codes. 

Table of contents: 

  1. Introduction

  2. History and Developments

  3. Designation

  4. Manufacturing of Hollow Sections

  5. Properties of Hollow Sections

  6. Mechanical Properties

  7. Structural Hollow Section Dimensions and Dimensional Tolerances

  8. Geometric Properties

  9. Drag Coefficients

  10. Corrosion Protection

  11. Use of Internal Void

  12. Aesthetics

  13. Applications

  14. Buildings and Halls

  15. Bridges

  16. Barriers

  17. Offshore Structures

  18. Towers and Masts

  19. Special Applications

  20. Composite Structures

  21. Introduction

  22. Design Methods

  23. Axially Loaded Columns

  24. Resistance of a Section to Bending

  25. Resistance of a Section to Bending and Compression

  26. Influence of Shear Forces

  27. Resistance of a Member to Bending and Compression

  28. Load Introduction

  29. Special Composite Members with Hollow Sections

  30. Fire Resistance of Hollow Section Columns

  31. Introduction

  32. Fire Resistance

  33. Unfilled Hollow Section Columns

  34. Concrete Filled Hollow Section Columns

  35. Water Filled Hollow Section Columns

  36. Joints

  37. Design of Hollow Section Trusses

  38. Truss Configurations

  39. Joint Configurations

  40. Limit States and Limitations on Materials

  41. General Design Considerations

  42. Truss Analysis

  43. Behaviour of Joints

  44. General Introduction

  45. General Failure Criteria

  46. General Failure Modes

  47. Joint Parameters

  48. Welded Joints Between Circular Hollow Sections

  49. Introduction

  50. Modes of Failure

  51. Analytical Models

  52. Experimental and Numerical Verification

  53. Basic Joint Strength Formulae

  54. Evaluation to Design Rules

  55. Other Types of Joints

  56. Design Charts

  57. Relation to Previous Recommendations of IIW (1989) and CIDECT (1991)

  58. Concluding Remarks

  59. Welded Joints Between Rectangular Hollow Sections

  60. Introduction

  61. Modes of Failure

  62. Analytical Models

  63. Experimental and Numerical Verification

  64. Basic Joint Strength Formulae

  65. Evaluation to Design Rules

  66. Other Types of Joints or Other Load Conditions

  67. Design Charts

  68. Concluding Remarks

  69. Welded Joints Between Hollow Sections and Open Sections

  70. Introduction

  71. Modes of Failure

  72. Analytical Models

  73. Experimental Verification

  74. Evaluation to Design Rules

  75. Joints Predominantly Loaded by Bending Moments

  76. Welded Overlap Joints

  77. Introduction

  78. Modes of Failure

  79. Analytical Models for RHS Overlap Joints

  80. Analytical Models for CHS Overlap Joints

  81. Analytical Models for Overlap Joints with an Open Section Chord

  82. Experimental and Numerical Verification

  83. Joint Strength Formulae

  84. Welded I Beam-to-CHS or RHS Column Moment Joints

  85. Introduction

  86. Modes of Failure

  87. Analytical Models

  88. Experimental and Numerical Verification

  89. Basic Joint Strength Formulae

  90. Concluding Remarks

  91. Bolted Joints

  92. Flange Plate Joints

  93. End Joints

  94. Gusset Plate Joints

  95. Splice Joints

  96. Beam-to-Column Joints

  97. Bracket Joints

  98. Bolted Subassemblies

  99. Purlin Joints

  100. Blind Bolting Systems

  101. Nailed Joints

  102. Fatigue Behaviour of Hollow Section Joints

  103. Definitions

  104. Influencing Factors

  105. Loading Effects

  106. Fatigue Strength

  107. Partial Factors

  108. Fatigue Capacity of Welded Joints

  109. Fatigue Capacity of Bolted Joints

  110. Fatigue Design

  111. Design Examples

  112. Uniplanar Truss of Circular Hollow Sections

  113. Uniplanar Truss of Square Hollow Sections

  114. Multiplanar Truss (Triangular Girder)

  115. Multiplanar Truss of Square Hollow Sections

  116. Joint Check Using the Joint Resistance Formulae

  117. Concrete Filled Column with Reinforcement

  118. References

  119. Symbols

  120. CIDECT

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Tags: Wardenier, Packer, Zhao, van der Vegte, Hollow Sections, Structural Applications