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
Link To Document :
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