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FRP-Strengthened Metallic Structures

FRP-Strengthened Metallic Structures


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About the Book

Repairing or strengthening failing metallic structures traditionally involves using bulky and heavy external steel plates that often pose their own problems. The plates are generally prone to corrosion and overall fatigue. Fiber-reinforced polymer (FRP), a composite material made of a polymer matrix reinforced with fibers, offers a great alternativ

Table of Contents:
Introduction Applications of FRP in strengthening metallic structures Improved performance due to FRP strengthening Current knowledge on FRP strengthening of metallic structures Layout of the book References FRP composites and metals General Fibre-reinforced polymer Adhesives Cast/wrought iron, steel, and aluminium Future work References Behaviour of bond between FRP and metal General Testing methods Failure modes Bond-slip model Effect of temperature on bond strength Effect of cyclic loading on bond strength Effect of impact loading on bond strength Durability of bond between FRP and metal Future work References Flexural strengthening of steel and steel-concrete composite beams with FRP laminates General Failure modes Flexural capacity of FRP-plated steel/composite sections Lateral buckling Debonding failures Other issues Design recommendation Design example Conclusions and future research needs References Strengthening of compression members General Methods of strengthening Structural behaviour Failure modes Capacity of FRP-strengthened steel sections Capacity of CFRP-strengthened steel members Plastic mechanism analysis of CFRP-strengthened SHS under large axial deformation Design examples Future work References Strengthening of web crippling of beams subject to end bearing forces General Cold-formed steel rectangular hollow sections Aluminium rectangular hollow sections LiteSteel beams Open sections Design Examples Future work References Enhancement of fatigue performance General Methods of strengthening Improvement in fatigue performance Fatigue crack propagation Prediction of fatigue life for CCT (Centre-Cracked Tensile) steel plates strengthened by multiple layers of CFRP sheet Stress intensity factor for CCT steel plates strengthened by CFRP Future work References

About the Author :
Prof. Xiao-Ling Zhao obtained his BE and ME from Shanghai JiaoTong University, China, both his PhD and Doctor of Engineering from The University of Sydney, while his MBA (Executive) was jointly awarded by The University of Sydney and University of New South Wales. He was appointed as chair of structural engineering at Monash University in 2001. Prof. Zhao has received fellowships from The Royal Academy of Engineering UK, Swiss National Science Foundation, Humboldt Foundation, Japan Society for Promotion of Science and Chinese "1000-talent" program. He chairs the International Institute of FRP for Construction working group on FRP Strengthened Metallic Structures.


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Product Details
  • ISBN-13: 9780203895214
  • Publisher: Taylor & Francis Inc
  • Publisher Imprint: CRC Press Inc
  • Language: English
  • No of Pages: 289
  • ISBN-10: 0203895215
  • Publisher Date: 14 May 2014
  • Binding: Digital (delivered electronically)
  • No of Pages: 289


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