FRP-Strengthened Metallic Structures
CRC Press – 2013 – 289 pages
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 alternative for strengthening metallic structures, especially steel structures such as bridges, buildings, offshore platforms, pipelines, and crane structures.
FRP-Strengthened Metallic Structuresexplores the behaviour and design of these structures, from basic concepts to design recommendations. It covers bond behaviour between FRP and steel, and describes improvement of fatigue performance, bending, compression, and bearing forces, strengthening of compression and steel tubular members, strengthening for enhanced fatigue and seismic performance, and strengthening against web crippling of steel sections. It also provides examples of performance improvement by FRP strengthening.
• Summarizes worldwide research on the FRP strengthening of metallic structures
• Contains several topics not generally covered in existing texts
• Presents comprehensive, topical references throughout the book
The book outlines the applications, existing design guidance, and special characteristics of FRP composites within the context of their use in structural strengthening. While the major focus is on steel structures, it also describes others, such as aluminium structures. This book is suitable for structural engineers, researchers, and university students interested in the FRP strengthening technique.
Xiao-Ling Zhao is chair of structural engineering at Monash University, Australia, and is author of Concrete-Filled Tubular Members and Connections, also published by Taylor & Francis.
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
FRP composites and metals
Cast/wrought iron, steel, and aluminium
Behaviour of bond between FRP and metal
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
Flexural strengthening of steel and steel-concrete
composite beams with FRP laminates
Flexural capacity of FRP-plated steel/composite sections
Conclusions and future research needs
Strengthening of compression members
Methods of strengthening
Capacity of FRP-strengthened steel sections
Capacity of CFRP-strengthened steel members
Plastic mechanism analysis of CFRP-strengthened SHS under large axial deformation
Strengthening of web crippling of beams subject to end bearing forces
Cold-formed steel rectangular hollow sections
Aluminium rectangular hollow sections
Enhancement of fatigue performance
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
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.