The Koiter-Newton approach using von Kármán kinematics for buckling analyses of imperfection sensitive structures
By K. Liang, Martin Ruess, Mostafa Abdalla. 2014
77 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Statistical and Nonlinear Physics, Statistics and Probability
View Paper: https://www.semanticscholar.org/paper/ea2fa58b9a8095c9b75dc631b0d4ea9a426ebbb5
Citations in the corpus
- An efficient mixed variational reduced‐order model formulation for nonlinear analyses of elastic shells (2018, unknown): “Using (7) and (11) in the equilibrium (5) and equating the coefficients of the various powers of ξ to zero results in the following 3 linear relations: (uα) = F l̄α, (12) (uαβ) +(uα,uβ) = F ūαβ , (13) (uαβγ ) + 2 3 ((uαβ ,uγ ) +(uβγ ,uα) +(uγα,uβ)) + (uα,uβ ,uγ ) = F c̄αβγ , (14)”