| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 760083 | Communications in Nonlinear Science and Numerical Simulation | 2009 | 10 Pages |
Abstract
Critical solution of stability is the optimum solution of cross-sectional area with stability constraint. By applying the linear Eulerian theory of stability, the critical solution with discrete variables for general truss structures is computed in this paper. Then, in order to compare the results with the ones in previous publications and to reveal the applicability of various theories of stability, the critical solutions with continuous cross-sectional areas are computed for several examples by applying various theories of stability.
Related Topics
Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
Huanchun Sun, Yuefang Wang, Zhao Wei, Liu Chunliang,