MODELLING of Delfcetion Performance in Partially Bonded CFRP Prestressed Beams
six partial bonded concrete beams prestressed with CFRP tendons are tested under monotonic loads. deformation of this kind of beams with varying unbonded length are systematically investigated. full-range analysis for deflection performance of partial bonded CFRP prestressed beams is performed by using ADINA. The analytical results agree well with the experimental results.
Y. Deng and J. F. Liang, "MODELLING of Delfcetion Performance in Partially Bonded CFRP Prestressed Beams", Advanced Materials Research, Vols. 168-170, pp. 2204-2207, 2011