The elastoviscoplastic buckling behavior of simply supported columns is investigated. The analysis is based on an incremental formulation that can deal with nonlinear geometrical and constitutive relations. Both viscoelastic and viscoplastic models are discussed, and Bodner-Partom's constitutive equations are used in the viscoplastic case. A numerical example is given to demonstrate the buckling behavior of columns under various temperature and loading levels.
Elastoviscoplastic buckling behavior of simply supported columns
AIAA Journal ; 30
01.01.1992
Sonstige
Keine Angabe
Englisch
Plastic buckling of simply supported compressed plates
TIBKAT | 1949
|Plastic buckling of simply supported compressed plates
Engineering Index Backfile | 1949
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