Optimal Design of Trusses Under a Nonconvex Global Buckling Constraint

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Minimization of the expected compliance as an alternative approach to multiload truss optimization (2005, background): “Finally, let us mention that other volume as well as buckling constraints can also be considered in the classic setting (see for instance Achtziger 1997; Ben-Tal et al. 2000).”
Optimal design of trusses with geometric imperfections: Accounting for global instability (2011, background): “Ben-Tal et al. (2000) and Kočvara (2002) for mulated an approach for deterministic truss design that included linearized global buckling in the compliance formulation.”
Multi-material topology optimization with multiple volume constraints: a general approach applied to ground structures with material nonlinearity (2017, background): “For studies that address stability issues, readers are referred to Rozvany (1996), Achtziger (1999a), Achtziger (1999b), Ben-Tal et al. (2000), and Tyas et al. (2006).”
A sequential parametric convex approximation method with applications to nonconvex truss topology design problems (2010, methodology): “The problem analyzed in [3] satisfies these conditions, and hence the convergence of the corresponding SPCA method is proven by the results of this paper.”