Structural Engineering and Mechanics
Volume 4, Number 5, 1996, pages 529-540
DOI: 10.12989/sem.1996.4.5.529
Static and dynamic stability of a single-degree-of-freedom autonomous system with distinct critical points
Sophianopoulos DS
Abstract
The dynamic buckling mechanism of a single-degree-of-freedom dissipative/nondissipative gradient system is thoroughly studied, employing energy criteria. The model is chosen in such a manner, that its corresponding static response is associated with all types of distinct critical points, Under a suddenly applied load of infinite duration it is found that dynamic buckling, occuring always through a saddle, leads to an escaped motion, which is finally attracted by remote stable equilibrium positions, belonging sometimes also to complementary paths. Moreover, although the existence of initial imperfection changes the static behaviour of the system from limit point instability to bifurcation, it is established that the proposed model is dynamically stable in the large, regardless of the values of all other parameters involved.
Key Words
critical points, dynamic buckling, saddle, stable in the large, snapping
Address
Sophianopoulos DS, NATL TECH UNIV ATHENS,DEPT CIVIL ENGN,MET STRUCT LAB,42 28TH OCT AVE,GR-10682 ATHENS,GREECE