DocumentCode
1997565
Title
Test study on strengthening RC flexural members with grouting material
Author
Bai-sheng, Wang ; Rong-wei, Zhao ; Yi-fan, Zhao ; Jia-ning, Liu
Author_Institution
Coll. of Civil Eng. & Archit., Zhejiang Univ., Hangzhou, China
fYear
2011
fDate
16-18 Sept. 2011
Firstpage
5540
Lastpage
5544
Abstract
The technology of strengthening RC structures with grouting material is a new type of reinforcement techniques in the field of construction reinforcement in recent years. Considering the reduction of the strength and stiffness of flexural members in RC structures due to steel corrosion, this paper simulated steel corrosion artificially and then reinforced with grouting material to study the grouting material reinforcement effect of corroded RC flexural members. Based on the test of 3 beams and 2 slabs, failure characteristics and their effects on the ultimate bearing capacity and stiffness of corroded RC flexural members strengthened with grouting material were researched and analyzed. The result shows that grouting material reinforcement can observably improve RC bending members´ flexural behavior and supporting capacity, meanwhile enlarge structural stiffness to put off the appearance of cracks and inhibit the expansion and extension of cracks. The research results are of great value in the practical design.
Keywords
bending strength; corrosion; reinforced concrete; structural engineering; construction reinforcement; corroded RC flexural members; crack extension; grouting material; reinforcement techniques; steel corrosion; strengthening RC flexural members; structural stiffness; ultimate bearing capacity; Concrete; Loading; Slabs; Steel; Strain; Structural beams; flexural members; grouting material; reinforcement; steel corrosion;
fLanguage
English
Publisher
ieee
Conference_Titel
Electrical and Control Engineering (ICECE), 2011 International Conference on
Conference_Location
Yichang
Print_ISBN
978-1-4244-8162-0
Type
conf
DOI
10.1109/ICECENG.2011.6058179
Filename
6058179
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