Experimental and Analytical Study on CFRP strengthened AAC panels

DOI

10.2991/iceesd-18.2018.85How to use a DOI?

Keywords

Composite structures; Fiber reinforced polymers (FRP); Autoclaved aerated cellular concrete (AAC); Structural analysis.

Abstract

A series of quasi-static tests were conducted to investigate the load capacity of panels constructed with plain autoclaved aerated cellular concrete (AAC). Test results verified the effectiveness of CFRP plates increasing the ductility and load capacity of AAC panels. A theoretical analysis was conducted to explain the failure mechanism and to predict the ultimate bearing capacity of AAC/CFRP panels, based on the shear strength theory. The predicted results were compared with three-point bending tests data using MTS Quasi-static Hydraulic Servo Testing System, the feasibility and validity of the theoretical predictions are demonstrated for minor difference.

Copyright

© 2018, 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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TY  - CONF
AU  - Bo Wang
AU  - Xinli Kong
AU  - Hong Wang
AU  - Lu Dong
PY  - 2018/05
DA  - 2018/05
TI  - Experimental and Analytical Study on CFRP strengthened AAC panels
BT  - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)
PB  - Atlantis Press
SP  - 472
EP  - 477
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-18.2018.85
DO  - 10.2991/iceesd-18.2018.85
ID  - Wang2018/05
ER  -