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- W4285255057 abstract "<p>Reinforced concrete dapped-end connections, which are common in existing Gerber-beam bridges, typically feature an inclined corner crack at service loads due to the high stress concentrations in the re-entrant corner. These cracks introduce corrosion issues and increase the stresses in the dapped-end reinforcement, which in the event of further deterioration and increased loading may lead to yielding and failure of the connection. This paper proposes a kinematics-based model for the complete behaviour of such connections which predicts the opening of the cracks based on first principles: compatibility, equilibrium and constitutive relationships. The model stems from an earlier kinematics-based approach for the capacity prediction of dapped-end connections failing along re-entrant corner cracks, and extends it to describe the complete pre-peak, peak and post- peak behaviour.</p>" @default.
- W4285255057 created "2022-07-14" @default.
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- W4285255057 date "2022-01-01" @default.
- W4285255057 modified "2023-10-18" @default.
- W4285255057 title "Kinematics-based model for complete behavior of RC dapped-end connections failing along a re-entrant corner crack" @default.
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- W4285255057 doi "https://doi.org/10.2749/prague.2022.1635" @default.
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