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Buckling behavior of inelastic column
Numerical procedure is presented for determination of inelastic buckling behavior of initially straight or wavy, column before and after occurrence of maximum load; it is shown that point of bifurcation of equilibrium positions may occur for initially straight as well as wavy column; beyond tangent modulus load of initially straight column, bent configuration is preferred because of its lower potential energy; maximum load of imperfect column depends on amplitude as well as wave shape of initial imperfection.
Buckling behavior of inelastic column
Numerical procedure is presented for determination of inelastic buckling behavior of initially straight or wavy, column before and after occurrence of maximum load; it is shown that point of bifurcation of equilibrium positions may occur for initially straight as well as wavy column; beyond tangent modulus load of initially straight column, bent configuration is preferred because of its lower potential energy; maximum load of imperfect column depends on amplitude as well as wave shape of initial imperfection.
Buckling behavior of inelastic column
ASCE -- Proc (J Eng Mechanics Div)
Malvick, A.J. (author) / Lee, L.H.N. (author)
1965
15 pages
Article (Journal)
English
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