DocumentCode
2072610
Title
Experimental research on slab- column system arranging prestressed reinforcing bar along diagonal
Author
Zhong, Chunling ; Yin, Xinsheng
Author_Institution
Dept. of Civil Eng., Jilin Inst. of Archit. Eng., Changchun, China
fYear
2011
fDate
16-18 Dec. 2011
Firstpage
1071
Lastpage
1074
Abstract
The traditional prestressed reinforcement arrangement is based on the slab-column structure, which is in parallel with the axis of column and divides the slab into column strips and floor strips in midspan. 75 percents of prestressed reinforcement is arranged in the column strips which means the column strips act as the beams in the beam-column systems. This arrangement has specific transfer path, but the transfer path isn´t the shortest. According to the shortest path principle, this paper arranges the prestressed reinforcement along the diagonal. And two model experiments of one-slab-four-column and four-slab-nine-column are conducted to research the force characteristics of the slab with prestressed reinforcing bars along diagonal. Compared with the traditional prestressed reinforcement arrangement, arranging prestressed reinforcing bars along diagonal can have a better control of the deflection, save the amount of the prestressed reinforcing bars, and better exert the action of the prestressed reinforcement.
Keywords
bars; beams (structures); construction components; floors; slabs; structural engineering; beam-column systems; column strips; deflection; diagonal line; floor strips; four-slab-nine-column system; one-slab-four-column system; prestressed reinforcement arrangement; prestressed reinforcing bars; slab-column structural system; Bars; Floors; Force; Slabs; Strain; Strips; Tendons; diagonal line; flat floor; prestressed reinforcement arrangement; slab-column system;
fLanguage
English
Publisher
ieee
Conference_Titel
Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
Conference_Location
Changchun
Print_ISBN
978-1-4577-1700-0
Type
conf
DOI
10.1109/TMEE.2011.6199389
Filename
6199389
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