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- W2034983890 abstract "The research in this paper involves the analysis of non-prismatic members where the material is permitted to be stressed well beyond its elastic limit, thus causing the modulus of elasticity to vary along the length. The deflection characteristics of such members are determined by using the first author's method of the equivalent systems (see for example Fertis [D. G. Fertis, Dynamics and Vibration of Structures. John Wiley, New York (1973); D. G. Fertis, Dynamics and Vibration of Structures (revised edition). Robert E. Krieger, Malabar, FL (1984)], Fertis and Keene [D. G. Fertis and M. E. Keene, J. struct. Engng, Proc. ASCE16 (1990)] and Fertis and Pallaki [D. G. Fertis and S. Pallaki, J. Engng Mech., Proc. ASCE115 (1989)]), which permits replacement of the original member of variable stiffness ExIx with one of uniform stiffness E1I1, whose elastic line is identical to the one of the original variable stiffness member. It is proven mathematically that the inelastic analysis of members with variable moment of inertia Ix and variable modulus of elasticity Ex can be carried out by using equivalent linear systems of constant stiffness E1I1 and applying known methods of linear elementary mechanics. The member can be analyzed for both elastic and inelastic ranges, all the way to failure, thus permitting observation of progressive deterioration of the member's ability to resist stress and deformation, and establish useful practical critical limits regarding these properties." @default.
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- W2034983890 date "1991-01-01" @default.
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- W2034983890 title "Equivalent systems for inelastic analysis of non-prismatic members" @default.
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- W2034983890 doi "https://doi.org/10.1016/0045-7949(91)90121-2" @default.
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