Prestressed concrete beams with stirrups subjected to torsion, bending and shear
Reported in this thesis are test results of 37 eccentrically prestressed beams with stirrups. Single variable parameters were investigated including the prestressing force, the prestressing steel area, the concrete strength, the aspect ratio h/b and the stirrups size and spacing. Interaction of bend...
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Aston University
1984
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.354665 |