Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation

Nonlinear Analysis of Concrete Beams Strengthened with FRP Plate

Authors
Jia Yang
Corresponding Author
Jia Yang
Available Online April 2015.
DOI
10.2991/icmra-15.2015.28How to use a DOI?
Keywords
FRP plate; Reinforced concrete; Nonlinear Analysis
Abstract

FRP plates can be bonded to the surface of concrete beam through the structural adhesive. Then the FRP plate, concrete beam and adhesive layer work together. Based on the assumption of plane section remaining, non-slip on interface and stress-strain relationships of materials , the calculating program is proposed, and the nonlinear analysis mode of concrete beams strengthened with FRP plate is researched. The relationships between moment and curvature, also between load and deformation of concrete beams strengthened with FRP plate are obtained. The results show that the moment-curvature curve and load-deformation curve of concrete beams strengthened with FRP plate can be separated to elastic stage, elastic-plastic stage and plastic stage.

Copyright
© 2015, 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 3rd International Conference on Mechatronics, Robotics and Automation
Series
Advances in Computer Science Research
Publication Date
April 2015
ISBN
10.2991/icmra-15.2015.28
ISSN
2352-538X
DOI
10.2991/icmra-15.2015.28How to use a DOI?
Copyright
© 2015, 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  - Jia Yang
PY  - 2015/04
DA  - 2015/04
TI  - Nonlinear Analysis of Concrete Beams Strengthened with FRP Plate
BT  - Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation
PB  - Atlantis Press
SP  - 135
EP  - 139
SN  - 2352-538X
UR  - https://doi.org/10.2991/icmra-15.2015.28
DO  - 10.2991/icmra-15.2015.28
ID  - Yang2015/04
ER  -