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State-of-the-art review on FRP strengthened steel structures

Author
ZHAO, Xiao-Ling1 ; LEI ZHANG2
[1] Department of Civil Engineering, Monash University, Clayton, VIC 3168, Australia
[2] Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong-Kong
Source

Engineering structures. 2007, Vol 29, Num 8, pp 1808-1823, 16 p ; ref : 57 ref

CODEN
ENSTDF
ISSN
0141-0296
Scientific domain
Civil engineering
Publisher
Elsevier, Amsterdam
Publication country
Netherlands
Document type
Article
Language
English
Author keyword
Bond behaviour Fatigue Steel hollow section Steel structures Strengthening ·FRP
Keyword (fr)
Acier Construction métallique Elément structure Essai adhérence Etude expérimentale Fissure fatigue Plastique renforcé fibre Propagation fissure Renforcement mécanique
Keyword (en)
Steel Metallic structure Structural member Adhesion test Experimental study Fatigue crack Fibre reinforced plastics Crack propagation Strengthening
Keyword (es)
Acero Construcción metálica Elemento estructura Ensayo adherencia Estudio experimental Fisura fatiga Plástico reforzado fibra Propagación fisura Refuerzo mecánico
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14E Durability. Pathology. Repairing. Maintenance / 001D14E03 Repair (reinforcement, strenthening)

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02C Metal structure

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
18919923

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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