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- W620761377 abstract "The paper deals with the shear failure of slabs of structural concrete under distributed loading. The slabs have only longitudinal reinforcement. Depending on the ratio of the end-of-span bending moment and the mid-span bending moment one of two different failure types will occur. If the mid-span moment is dominant, it is a B-failure in the positive bending moment region. If the end-of-span moment is dominant, it is the D-failure at the support. Both types of failure can be simulated with the aid of discrete cracks. These cracks are modelled using interface elements with tension-softening. It is helpful to introduce a measure of brittleness. Computationally a size effect can be shown. Both the B-failure and the D-failure have snap-back types of load-displacement diagrams. At peak load no plastic compressive strains do yet show up. Failure is initiated by unstable crack propagation in the elastic stress domain." @default.
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- W620761377 date "1992-01-01" @default.
- W620761377 modified "2023-09-23" @default.
- W620761377 title "UNDERSTANDING BRITTLE SHEAR FAILURE IN CONCRETE OFFSHORE STRUCTURES" @default.
- W620761377 hasPublicationYear "1992" @default.
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