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On a viscoplastic Shanley-like model under constant load by Andrea Benedetti; Luca Deseri is a Engineering article available to read on EtoBox.

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Motivated by applications devoted to study the behavior of steel and aluminum alloys columns\ inelastic Shanley!like models have been extensively studied in the literature\ mainly to investigate buckling and post buckling problems "see Sewell\ 0860^Hutchinson\ 0863 for a complete review#[ On the other hand\ recent papers discussing geotechnical problems point out that those models may be useful for the study of the essential features of the equilibrium of towers[ In this case\ the structure|s proper weight "which is a conservative load with constant magnitude#\ and the verticality imperfection\ appear to be responsible for the leaning evolution\ as well as the time variation of the mechanical property of the soil[ Throughout this paper\ a {T| shaped rigid rod on two no!tension viscoplastic springs under constant load with initial imperfection is considered[ Under fairly general assumptions\ a viscoplastic constitutive law is derived as a particular case of the theory developed in "Gurtin et al[\ 0879#\ studying its behavior under loading processes[ By virtue of a time rescaling procedure\ extreme retardation leads to determine a yielding parameter\ which allows to distinguish betwe

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Author
Andrea Benedetti; Luca Deseri
Publisher
Elsevier Science; Elsevier ; Elsevier Ltd.; Elsevier BV (ISSN 0020-7683)
Published
1999
Language
EN
Field
Engineering (Physical Sciences)

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