Experimental and analytical study of carbon fiber-reinforced polymer (FRP)/autoclaved aerated concrete (AAC) sandwich panels

被引:58
作者
Mousa, Mohammed A. [1 ]
Uddin, Nasim [1 ]
机构
[1] Univ Alabama Birmingham, Civil Construct & Environm Engn Dept, Birmingham, AL 35294 USA
基金
美国国家科学基金会;
关键词
Fiber-reinforced polymer; Flexural strength; Shear strength; Autoclaved aerated concrete;
D O I
10.1016/j.engstruct.2009.05.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The structural behavior of hybrid fiber-reinforced polymer (FRP)-autoclaved aerated concrete (AAC) panels has been investigated. FRP laminates can be used to reinforce externally the plain AAC producing a very high stiff panel. The resulting hybrid FRP/AAC panel can be used as structural or non-structural member for the housing construction. In order to accomplish this, FRP/AAC panels have been fabricated and prepared for testing. The specimens have been processed using the advanced semi-mechanical processing technique VARTM (Vacuum Assisted Resin Transfer Molding). The concept of the FRP/AAC panel is based on the theory of sandwich construction with strong and stiff skins, like FRP composites, bonded to a core material, like AAC panel. The FRP composite material was made of carbon reinforcing fabrics embedded in an epoxy resin matrix. The panels were tested under four-point bending test to investigate their strength and ductility responses using a Tinius-Olsen Universal Testing Machine. Experimental results showed a significant influence of FRP laminates on both strength and ductility of the FRP/AAC panels. A theoretical analysis was conducted to predict the strength of the FRP/AAC member and results found were in good accordance with the experimental ones. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2337 / 2344
页数:8
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