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- W639558952 abstract "Full scale destructive load testing of flat slab Bridge No. 1049, over Baandee Lakes on Great Eastern Highway was commissioned in 2002 by Main Roads Western Australia. Two bending tests and two punching shear tests were carried out. The reinforced concrete flat slab bridge is typical of many similar structures. Comparisons are made between the current empirically based treatment of punching shear and general shear in codes, and the observations from the tests. Rationally based axial/shear stress models of each of the tested spans are proposed, examining the uncracked slab compression field in the concrete. Correlation is described between the indicated positions of local breaches of the Mohr/Coulomb stress envelope and the actual positions of diagonal shear cracking observed in the tests, at the failure loads. For punching shear failure over column supports, predictions from a recently published theoretical plasticity model are compared with the ultimate punching shear test results. Conclusions reached include a rational approach to shear assessment of flat slab bridge decks. (a) For the covering entry of this conference, please see ITRD abstract no. E211602." @default.
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- W639558952 date "2004-01-01" @default.
- W639558952 modified "2023-09-24" @default.
- W639558952 title "Shear damage control in assessing flat slab bridge decks" @default.
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