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Carbon Fibre Reinforced Polymer CFRP Cables for Orthogonally Loaded Cable Structures Advantages and Feasibility 1st Edition by Yue Liu, Maria Adelaide Miranda, Alicia Miguélez Cavero 3832541284 978-3832541286

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Carbon Fibre Reinforced Polymer CFRP Cables for Orthogonally Loaded Cable Structures Advantages and Feasibility 1st Edition Yue Liu Digital Instant Download

Author(s): Yue Liu
ISBN(s): 9783832594442, 3832594442
Edition: 1
File Details: PDF, 15.03 MB
Year: 2015
Language: english
SKU: EB-51627212 Category: Tag:

Carbon Fibre Reinforced Polymer CFRP Cables for Orthogonally Loaded Cable Structures Advantages and Feasibility 1st Edition by  Yue Liu, Maria Adelaide Miranda, Alicia Miguélez Cavero  – Ebook PDF Instant Download/Delivery: 3832541284, 978-3832541286
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ISBN 10: 3832541284
ISBN 13: 978-3832541286
Author: Yue Liu, Maria Adelaide Miranda, Alicia Miguélez Cavero

This book will give light to the most recent studies on illuminated manuscripts carried out by the research group “”Medieval texts and images,”” coordinated by Prof. Adelaide Miranda and integrated, as an independent research line, in the Institute for Medieval Studies of the Nova University (Lisbon). New approaches and methodologies have been explored by the members of this group in order to carry out innovative and interdisciplinary research which meant that the group has become a leader in research on illuminated manuscripts in Portugal and one of the largest in the Iberian Peninsula.

Carbon Fibre Reinforced Polymer CFRP Cables for Orthogonally Loaded Cable Structures Advantages and Feasibility 1st Table of contents:

Introduction

  • 1.1 Characteristic Cable Structures
  • 1.2 Structural Forms of Cable Structures
  • 1.3 Cable Structures with CFRP Cables

Concept of Orthogonally Loaded Cable Structures

  • 2.1 Design Principles of Cable Structures
  • 2.2 Pre-tension Theory of Cables
  • 2.3 Stiffness Matrices of Cable Elements
    • 2.3.1 Finite element discretisation of cable structures
    • 2.3.2 Formulation of stiffness matrices for three dimensional cable elements
      • 2.3.2.1 Virtual work theory
      • 2.3.2.2 Relationship between displacement and strain
      • 2.3.2.3 Stiffness matrices in the local coordinate system
      • 2.3.2.4 Transformation of coordinate system
  • 2.4 Composition of Structural Stiffness of Cable Structures
  • 2.5 Definition of Orthogonally Loaded Cable Structures

Carbon Fibre Reinforced Polymer (CFRP) Cables

  • 3.1 Introduction of CFRPs
    • 3.1.1 Composition of CFRPs
    • 3.1.2 Fabrication of CFRPs
      • 3.1.2.1 Contact moulding
      • 3.1.2.2 Resin transfer moulding (RTM)
      • 3.1.2.3 Pultrusion
  • 3.2 Introduction of CFRP Cables
    • 3.2.1 Structural forms of CFRP cables
    • 3.2.2 Mechanical properties of CFRP cables
    • 3.2.3 Unit prices of CFRP cables

Case Study A: Using CFRP Cables in a Cable Net Facade

  • 4.1 Introduction of Cable Net Facade
  • 4.2 Design Parameters of Investigated Cable Net Facade
  • 4.3 Principles of Comparison and Design
  • 4.4 Comparison Results
    • 4.4.1 Comparison result of structural stiffness
    • 4.4.2 Comparison result of amount of cable used
    • 4.4.3 Comparison of economic efficiency

Case Study B: Using CFRP Cables in a Spoked Wheel Cable Roof

  • 5.1 Introduction of Spoked Wheel Cable Roof
  • 5.2 Design Parameters of Investigated Spoked Wheel Cable Roof
  • 5.3 Principles of Comparison and Design
  • 5.4 Comparison Results
    • 5.4.1 Comparison result of structural stiffness
    • 5.4.2 Comparison result of amount of cable used
    • 5.4.3 Comparison of economic efficiency
  • 5.5 Influence of θ on Advantages of CFRP Orthogonally Loaded Cable Structures
    • 5.5.1 Influence of varying θ on the advantage in respect of structural stiffness
    • 5.5.2 Influence of varying θ on the advantage in respect of amount of cable used
    • 5.5.3 Influence of varying θ on the advantage in respect of cable cost

Anchoring CFRP Cables in Orthogonally Loaded Cable Structures

  • 6.1 Existing CFRP Cable Anchorages
    • 6.1.1 Clamp anchorages
    • 6.1.2 Bond anchorages
    • 6.1.3 Pin-loaded anchorages
  • 6.2 Design Principles of CFRP Cable Anchorages
  • 6.3 New Design A: CFRP Cable Winding-Clamp Anchorage
    • 6.3.1 Conceptual design
    • 6.3.2 Actual design
    • 6.3.3 Finite element analysis
      • 6.3.3.1 Finite element model
      • 6.3.3.2 Material properties and constitutive relations
      • 6.3.3.3 Finite element analysis results
    • 6.3.4 Experimental verification
      • 6.3.4.1 Experimental set-up
      • 6.3.4.2 Experimental result
  • 6.4 New Design B: CFRP Cable Thimble-Clamp Anchorage
    • 6.4.1 Conceptual design
    • 6.4.2 Actual design
    • 6.4.3 Finite element analysis
      • 6.4.3.1 Finite element model
      • 6.4.3.2 Material properties and constitutive relations
      • 6.4.3.3 Finite element analysis results
    • 6.4.4 Experimental verification
      • 6.4.4.1 Experimental set-up
      • 6.4.4.2 Experimental result

Prototype of CFRP Orthogonally Loaded Cable Structure

  • 7.1 Conceptual Design
  • 7.2 Finite Element Analysis and Experimental Verification
  • 7.3 Manufacture of Components and Construction of Actual Structure

A Novel Design: CFRP Continuous Band Winding System

  • 8 Conclusions and Recommendations
    • 9.1 Conclusions
    • 9.2 Recommendations

List of Symbols
List of Tables
List of Figures
References

Appendix A – Numerical Analysis Procedure of Cable Structures

  • A.1 Introduction to Theory
  • A.2 Case Studies
    • A.2.1 Case A: initial control angle θ = 89°
    • A.2.2 Case B: initial control angle θ = 85°
    • A.2.3 Case C: initial control angle θ = 81°

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Yue Liu,Maria Adelaide Miranda,Alicia Miguélez Cavero,Carbon Fibre,Reinforced Polymer