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Strengthening of Masonry Arch bridges using FRPS
Last updated on 02 September 2014 4:31
This paper presents a new mechanism analysis method to calculate the ultimate load-bearing capacity for masonry arch bridges strengthened by externally bonding FRP sheets on the intrados. The M-N relationship of a strengthened arch ring cross section is analysed and fully considered in the mechanism analysis. The Complex Nonlinear Programming...
Author(s):
Chen J.F.;Holt G.D.
Organisation(s):
Wolverhampton University ;
2000
United Kingdom
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