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Effects of web reinforcing on torsional behavior of prestressed concrete memebersBuckmaster, Barbara Gail, 1932- January 1966 (has links)
No description available.
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Shear Strength of Concrete Beams Prestressed with CFRP CablesNabipaylashgari, Mirpayam 20 September 2012 (has links)
This thesis investigates the shear capacity of concrete T-beams prestressed with CFRP cables (CFCC) and contributes to the scarce research available for shear behavior of FRP prestressed concrete beams. Four beams are tested under distributed load, while twelve beams are tested under four point bending. Three different a/d ratios of 1.5, 2.5 and 3.5 are investigated. The results show that the shear capacity of the beams increases significantly when a/d is reduced below 2.5. The effect of FRP stirrups on the shear capacity of the beams is investigated and it is shown that the minimum required stirrups according to CSA-S6-10 are ineffective in deep beams with a/d = 1.5. The accuracy of current North American shear design formulas for FRP prestressed concrete beams subjected to four-point bending and distributed load is evaluated. The available strut and tie models are studied for determining the shear capacity of FRP prestressed deep beams.
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An experimental investigation of the 'preflex' ̓method of prestressing concreteMink, Frank A. 05 1900 (has links)
No description available.
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Shear Strength of Concrete Beams Prestressed with CFRP CablesNabipaylashgari, Mirpayam 20 September 2012 (has links)
This thesis investigates the shear capacity of concrete T-beams prestressed with CFRP cables (CFCC) and contributes to the scarce research available for shear behavior of FRP prestressed concrete beams. Four beams are tested under distributed load, while twelve beams are tested under four point bending. Three different a/d ratios of 1.5, 2.5 and 3.5 are investigated. The results show that the shear capacity of the beams increases significantly when a/d is reduced below 2.5. The effect of FRP stirrups on the shear capacity of the beams is investigated and it is shown that the minimum required stirrups according to CSA-S6-10 are ineffective in deep beams with a/d = 1.5. The accuracy of current North American shear design formulas for FRP prestressed concrete beams subjected to four-point bending and distributed load is evaluated. The available strut and tie models are studied for determining the shear capacity of FRP prestressed deep beams.
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Hinge rotation capability of prestressed concrete beams.Chai, Neville Malcolm. January 1970 (has links)
No description available.
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An investigation of anchorage zone behavior in prestressed concrete containments.Labonté, Laurent January 1971 (has links)
No description available.
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Response of prestressed concrete tension membersBischoff, Peter H. January 1983 (has links)
No description available.
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Behaviour of partially prestressed concrete structures under fatigue loading /Foo, M. H. January 1986 (has links) (PDF)
Thesis (Ph. D.)--University of Adelaide, 1986. / One microfiche in pocket. Includes bibliographical references (leaves 329-354).
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Transfer length in prestessed self-consolidating concreteSwords, Jesse Shane, January 2005 (has links) (PDF)
Thesis(M.S.)--Auburn University, 2005. / Abstract. Vita. Includes bibliographic references.
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Creep behavior of self-consolidating concreteKavanaugh, Bryan Palmer, Schindler, Anton K. January 2008 (has links) (PDF)
Thesis (M.S.)--Auburn University, 2008. / Abstract. Vita. Includes bibliographical references.
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