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- W2025498395 abstract "Abstract Changes in geometry of a rigid-plastic structure at yield resuld either in an increase of the load carrying capacity or in catastrophic collapse limit analysis of incipient plastic motion does not cover the question of stability,for which a geometrically nonlinear theory has to be employed In this paper stability at the yield-point load is considered for determining the slope of load-deflection curves at the onset of yielding is developed. Regions of stable and unstable load combinations are specified on the load interaction curves for portal frames." @default.
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- W2025498395 date "1976-01-01" @default.
- W2025498395 modified "2023-09-24" @default.
- W2025498395 title "Stable and Uostable States of Rigid-Plastic Frames at the Yield-Point Load" @default.
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- W2025498395 doi "https://doi.org/10.1080/03601217608907279" @default.
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