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On Static Stability of Nonlinearly Elastic Euler's Columns Obeying the Modified Ludwick's Law

Author(s):


Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 6, v. 12
Page(s): 1250077
DOI: 10.1142/s0219455412500770
Abstract:

It is illustrated in this paper that a nonlinearly elastic column, depending upon the values of different material parameters involved, exhibits several stability characteristics and types of buckling which are generally observed separately in distinctively different structural systems. By introducing finite disturbances it is shown that the column may buckle well before the bifurcation buckling load is reached. The proposed approach can be useful in engineering practice since it can be utilized to study the stability of uniaxial structural elements made from rubber or any other material which obeys the modified Ludwick's constitutive model.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455412500770.
  • About this
    data sheet
  • Reference-ID
    10352877
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019