Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering

Flexural Performance of Concrete Beam Strengthened with Multi-supports Unbounded Prestressed CFRP Plate

Authors
Jinyu Li, Xinsheng Xu
Corresponding Author
Jinyu Li
Available Online April 2016.
DOI
10.2991/i3csee-16.2016.8How to use a DOI?
Keywords
Muiti-supports,Unbonded,ABAQUS,Concrete Beam Reinforced with CFRP
Abstract

The multi-supports unbonded prestressed CFRP plate reinforcement technology is introduced and ABAQUS finite element software is used to establish a multi-supports unbounded prestressed CFRP plate reinforced concrete beam model.The bending stiffness,bearing capacity and deformation regulation of finite element model is analyzed and compared by changing the number and spacing of the support and degree of prestressing.And the effect of changing these parameters on bearing capacity of concrete beams strengthened with multi-supports unbonded prestressed CFRP plate is also analyzed and compared.

Copyright
© 2016, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
Series
Advances in Engineering Research
Publication Date
April 2016
ISBN
10.2991/i3csee-16.2016.8
ISSN
2352-5401
DOI
10.2991/i3csee-16.2016.8How to use a DOI?
Copyright
© 2016, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Jinyu Li
AU  - Xinsheng Xu
PY  - 2016/04
DA  - 2016/04
TI  - Flexural Performance of Concrete Beam Strengthened with Multi-supports Unbounded Prestressed CFRP Plate
BT  - Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
PB  - Atlantis Press
SP  - 42
EP  - 46
SN  - 2352-5401
UR  - https://doi.org/10.2991/i3csee-16.2016.8
DO  - 10.2991/i3csee-16.2016.8
ID  - Li2016/04
ER  -