DocumentCode
2818839
Title
Research on concrete structure cracks with integrated basalt fiber repair and reinforcement method
Author
Cai, Huanqin ; Li, Ruijun ; Li, Zhiqiang
Author_Institution
Dept. of Civil Eng., Hebei Inst. of Archit. & Civil Eng., Zhangjiakou, China
fYear
2011
fDate
15-17 July 2011
Firstpage
6024
Lastpage
6026
Abstract
Concrete Cracks will affect the durability of construction members, and even worse, will affect the bearing capacity. So in most cases, repairs should be made to concrete cracks. There is a variety of crack repair methods being used currently, and thus it is difficult to choose among many choices. Once choice of repair method is made wrong, cracks will occur again. This essay talks about the integrated repair and reinforcement method with the use of basalt fiber cement mortar and grouting. At the same time basalt fiber sheets will be pasted under the bottom of the beams in order to improve flexural capacity of members. Experimental results show that this method can not only enhance the crack resistance, stiffness, crack resistance, and but also effectively increase the flexural capacity and achieve an integrated performance in repair. Its economic benefits are better than the commonly used repair technologies.
Keywords
beams (structures); cracks; durability; elasticity; fibre reinforced composites; mortar; reinforced concrete; structural engineering; basalt fiber cement mortar; beams; bearing capacity; concrete cracks; concrete structure crack research; crack repair methods; crack resistance; durability; economic benefits; flexural capacity; grouting; integrated basalt fiber repair; integrated repair; reinforcement method; stiffness; Bismuth; Concrete; Maintenance engineering; Publishing; Resistance; Structural engineering; basalt fiber cement mortar; basalt fiber sheets; crack resistance; flexural capacity; integrated repair and reinforcement method;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5988409
Filename
5988409
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