A dual form for discretized kinematic formulation in shakedown analysis
By Vu Duc Khoi, A. Yan, Nguyen Dang Hung. 2004
48 citations recorded by the source corpus.
Subfields: Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/6e4a3866ba92465857ed4f649f4467b1625ae129
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In Mechanical Engineering
In Mechanics of Materials
Citations in the corpus
- An edge‐based smoothed finite element method for primal–dual shakedown analysis of structures (2010, unknown): “It was proved in [42] that Equation (15) satisfies if and only if minėik,u̇ L= , ‖cik+bk+ tik‖ √ 2 3 y and ∑Ne k=1 B̂k bk =0 hold.”
- Shakedown analysis of engineering structures with limited kinematical hardening (2012, methodology): “Since not all problems can be formulated as SOCP and for efficiency reasons, alternative algorithms have been presented (Zouain et al., 2002; Lyamin and Sloan, 2002; Krabbenhøft and Damkilde, 2003; Vu et al., 2004; Akoa et al., 2007; Krabbenhøft et al., 2007c; Vu and Staat, 2007; Pastor et al., 2008”