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- W99615404 abstract "This chapter explores the elastic–plastic behavior of a structure. When considering elastic stability, the stiffness of each member of a structure affects the buckling load, and it is incorrect to speak of the buckling load of an individual member. The same is true in the elastic–plastic range, but in many cases, final failure may take place in one member only. Imperfections are always present in some degree, because of lack of straightness or lack of fit or both, and may be important in their effect on the failure loads of compression members in triangulated structures, or of columns in multistory frames restrained against sway. Ultimately, a mechanism forms with hinges at both ends and near the centre of length. If the surrounding members are weaker than the failing member, then hinges may form in these adjacent members. Axial deformations are important in triangulated frames, in which they induce joint translations with accompanying double curvature bending." @default.
- W99615404 created "2016-06-24" @default.
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- W99615404 date "1965-01-01" @default.
- W99615404 modified "2023-09-26" @default.
- W99615404 title "Elastic—Plastic Behaviour" @default.
- W99615404 doi "https://doi.org/10.1016/b978-0-08-011175-9.50008-2" @default.
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