Parametric Study of Shear Stress Along Fiber Reinforced Plastic and Concrete Bonded Interface
Authors
L. Zhang, Y. Yang, J. Zheng, H.H Xi, X.L Kong
Corresponding Author
L. Zhang
Available Online June 2015.
- DOI
- 10.2991/cisia-15.2015.221How to use a DOI?
- Keywords
- FRP; concrete; bonded interface, shear stress, parametric study
- Abstract
Thecharacteristics of the fiber reinforced plastic (FRP) and concrete bonded interface directly decided the results of structural reinforcement. The shear test was well simulated, and the shear stress distribution along the bonded interface was obtainedby using 2D and 3D finite element method. The parametric study of influential factors (e.g., Young's moduli, shear moduli, and thickness, etc) on shear stress of the FRP-concrete bonded interface was discussed, and the influence of stress concentration on the interfacial shear stress distribution characteristicswasgained.The results are very useful for designing the shear-resisting bonding strength test as well as characterizing the FRP-strengthened concrete bonded interface.
- 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 - L. Zhang AU - Y. Yang AU - J. Zheng AU - H.H Xi AU - X.L Kong PY - 2015/06 DA - 2015/06 TI - Parametric Study of Shear Stress Along Fiber Reinforced Plastic and Concrete Bonded Interface BT - Proceedings of the International Conference on Computer Information Systems and Industrial Applications PB - Atlantis Press SP - 819 EP - 823 SN - 2352-538X UR - https://doi.org/10.2991/cisia-15.2015.221 DO - 10.2991/cisia-15.2015.221 ID - Zhang2015/06 ER -