Nonlinear FE Model of the CFRP / Concrete Interface
Författare
Redaktör
- 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.
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.
Avdelning/ar
Publiceringsår
2009
Språk
Engelska
Publikation/Tidskrift/Serie
[Host publication title missing]
Dokumenttyp
Konferensbidrag
Ämne
- Mechanical Engineering
Status
Published
ISBN/ISSN/Övrigt
- ISSN: 1901-7278