Numerical evaluation of prestressed steel-concrete composite girders with external FRP or steel tendons
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DOI: 10.1016/j.jcsr.2019.105698
Abstract: Abstract The use of external FRP tendons instead of steel ones for prestressing steel-concrete composite girders is evaluated. A nonlinear model for prestressed steel-concrete composite (PSCC) girders is calibrated against experimental results. Numerical simulations are… read more here.
Keywords: steel tendons; steel; pscc girders; concrete composite ... See more keywords