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- W633740888 abstract "An investigation was carried out to produce improved guidance for assessing the shear capacity of existing bridge decks and in particular, to determine the influence of the anchorage of the main reinforcement on the shear capacity. Twenty-four bridge deck models were cast using a special model concrete and reinforcing bars were scaled down for the models which were cast in four layers and cured for seven days. Each model was tested by concentrated loading at both ends. The test results indicate that the current requirements for anchorage length given in BD44/95 could be safely reduced, thus avoiding costly strengthening works. A rational method is presented in which the effect of anchorage length on the ultimate capacity is described by a continuous function of the anchorage length." @default.
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- W633740888 date "2001-08-21" @default.
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- W633740888 title "Influence of reinforcement anchorage on the bending and shear capacity of bridge decks" @default.
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