Nonlinear Analysis of Concrete Beams Strengthened with FRP Plate
Available Online April 2015.
- https://doi.org/10.2991/icmra-15.2015.28How to use a DOI?
- FRP plate; Reinforced concrete; Nonlinear Analysis
- 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.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
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 - 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 - https://doi.org/10.2991/icmra-15.2015.28 ID - Yang2015/04 ER -