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Nonlinear FE Model of the CFRP / Concrete Interface

Obaidat, Yasmeen LU ; Dahlblom, Ola LU and Heyden, Susanne LU (2009) In [Host publication title missing]
Abstract
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.
Please use this url to cite or link to this publication:
author
organization
publishing date
type
Chapter in Book/Report/Conference proceeding
publication status
published
subject
in
[Host publication title missing]
editor
Damkilde, Lars
ISSN
1901-7278
language
English
LU publication?
yes
id
75e9eabc-1e3a-419e-9c8a-a915b6406637 (old id 2203716)
date added to LUP
2011-11-10 15:43:10
date last changed
2016-04-16 06:14:13
@inproceedings{75e9eabc-1e3a-419e-9c8a-a915b6406637,
  abstract     = {This paper presents a finite element analysis which is validated against laboratory<br/><br>
tests of eight beams strengthened with externally bonded with carbon fibre reinforced plastic<br/><br>
(CFRP) plates. The commercial numerical analysis tool Abaqus was used. Cohesive elements<br/><br>
were used to model traction and shear behaviour of concrete/CFRP interface. The results are<br/><br>
presented and discussed in terms of loading capacity. The results obtained from finite element<br/><br>
models show good agreement with the experimental results.},
  author       = {Obaidat, Yasmeen and Dahlblom, Ola and Heyden, Susanne},
  booktitle    = {[Host publication title missing]},
  editor       = {Damkilde, Lars},
  issn         = {1901-7278},
  language     = {eng},
  title        = {Nonlinear FE Model of the CFRP / Concrete Interface},
  year         = {2009},
}