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Nonlinear FE Model of the CFRP / Concrete Interface

På svenska

Author

Editor

  • Lars Damkilde

Summary, in English

This paper presents a finite element analysis which is validated against laboratory

tests of eight beams strengthened with externally bonded with carbon fibre reinforced plastic

(CFRP) plates. The commercial numerical analysis tool Abaqus was used. Cohesive elements

were used to model traction and shear behaviour of concrete/CFRP interface. The results are

presented and discussed in terms of loading capacity. The results obtained from finite element

models show good agreement with the experimental results.

Publishing year

2009

Language

English

Publication/Series

[Host publication title missing]

Document type

Conference paper

Topic

  • Mechanical Engineering

Status

Published

ISBN/ISSN/Other

  • ISSN: 1901-7278