Evaluation of the pull-out strength of galvanised steel strips in a cement-based material
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Maziar Ramezani, Juan Vilches, Thomas Neitzert. Evaluation of the pull-out strength of galvanised steel strips in a cement-based material[J]. Journal of Zhejiang University Science A, 2013, 14(12): 843-855.
@article{title="Evaluation of the pull-out strength of galvanised steel strips in a cement-based material",
author="Maziar Ramezani, Juan Vilches, Thomas Neitzert",
journal="Journal of Zhejiang University Science A",
volume="14",
number="12",
pages="843-855",
year="2013",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1300105"
}
%0 Journal Article
%T Evaluation of the pull-out strength of galvanised steel strips in a cement-based material
%A Maziar Ramezani
%A Juan Vilches
%A Thomas Neitzert
%J Journal of Zhejiang University SCIENCE A
%V 14
%N 12
%P 843-855
%@ 1673-565X
%D 2013
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1300105
TY - JOUR
T1 - Evaluation of the pull-out strength of galvanised steel strips in a cement-based material
A1 - Maziar Ramezani
A1 - Juan Vilches
A1 - Thomas Neitzert
J0 - Journal of Zhejiang University Science A
VL - 14
IS - 12
SP - 843
EP - 855
%@ 1673-565X
Y1 - 2013
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1300105
Abstract: The study of the interfacial and bond behaviour of reinforced cement-based materials is important for understanding the mechanical behaviour of such composites. This paper presents extensive experimental, theoretical and finite element analyses of pull-out tests of galvanised steel strips with different geometries, in lightweight cement-based material blocks with different densities and mechanical properties. The theoretical model proposed here is capable of determining the pull-out strength and bond stress versus the slip relationship between components of reinforced cement-based materials. This bond-slip relationship is then implemented in finite element simulation through the user-defined subroutine of ABAQUS software. Based on the results, a trilinear bond-slip model is suitable for modelling the interface between a steel strip and a cement-based material interface.
Full Text:
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CLC number: TU50
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2013-11-27
Cited: 1
Clicked: 10596
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