A theory of failure for reinforced concrete beams without web reinforcement subjected to bending and shear
This thesis presents an investigation into the failure of reinforced concrete beams without web reinforcement under the action of bending and shear. A total of 39 singly-reinforced concrete beams of various cross-sections were tested with two concentrated loads. The test specimens and the instrument...
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University of Leicester
1966
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.673911 |