A Mathematical Method for the Determination of the Critical Axial Loads of Continuous Beams with Unilateral Constraints for Various Initial Geometric Imperfections

Author:

Tzaros Konstantinos A.,Mistakidis Euripides S.

Publisher

Springer Berlin Heidelberg

Reference13 articles.

1. Do, C.: Bifurcation theory for elastic plates subjected to unilateral conditions. Journal of Mathematical Analysis and Applications 60, 435–448 (1977)

2. Shahwan, K.W., Waas, A.M.: Buckling of Unilaterally Constrained Infinite Plates. Journal of Engineering Mechanics, ASCE 124(2), 127–136 (1998)

3. Tzaros, K.A., Mistakidis, E.S., Perdikaris, P.C.: Nonlinear Analysis of Thin Walled Cold Formed Steel Platforms. In: Proceedings of the 5th European Conference on Steel and Composite Structures, Eurosteel, Graz (2008)

4. Lu, H., Feng, M., Lark, R.J., Williams, F.W.: The Calculation of Critical Buckling Loads for Externally Constrained Structures. Communications in Numerical Methods in Engineering 15, 193–201 (1999)

5. Panagiotopoulos, P.D.: Inequality Problems in Mechanics and Applications. Convex and Non-convex Energy Functions. Birkhauser, Basel (1985)

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