Nonlinear Analysis of Concrete Beams Strengthened with FRP Plate

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/).

Download article (PDF)

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  -