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- W814448950 abstract "This paper presents some results of an ongoing programme of research at Sheffield Hallam University, directed towards understanding the limit state behaviour of masonry arch vault mechanisms. Nonlinear mathematical modelling of masonry hinge behaviour has been supported by laboratory testing and field observation. It is postulated that masonry hinges are brittle, and that rotation only becomes significant as hinge resistance decays. There is special interest in the nature of hinge formation in voussoir arches in the presence of local compressive crushing. The theory predicts definite and distinct static and kinematic limit states in masonry vaults subject to stroke- controlled loading. Computer vision offers considerable scope for monitoring masonry vaults under test, given that sudden brittle collapse, which begins at the kinematic limit state, is amenable to continuous video recording and thus to the provision of digital data. A recent full-scale test of a multi-span bridge near Sheffield was video recorded. For the covering abstract see IRRD 869077." @default.
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- W814448950 date "1994-01-01" @default.
- W814448950 modified "2023-09-26" @default.
- W814448950 title "STATIC AND KINEMATIC LIMIT STATES OF MASONRY VAULTS" @default.
- W814448950 hasPublicationYear "1994" @default.
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