An improved method for evolutionary structural optimisation against buckling
By Jianhua Rong, Y. Xie, X. Yang. 2001
50 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/963db5262fcd66810b04d7d288b92670bb561e88
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- H. A. Kim
- Jennifer A. Scott
- Peter D. Dunning
- Ramana V. Grandhi
- Evgueni E. Ovtchinnikov
- Joshua D. Deaton
- Matthijs Langelaar
- Ole Sigmund
In Mechanics of Materials
- H. A. Kim
- Jennifer A. Scott
- Peter D. Dunning
- Ramana V. Grandhi
- Evgueni E. Ovtchinnikov
- Joshua D. Deaton
Citations in the corpus
- A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, background): “References may be found in Rong et al. (2001), which also presents an application of ESO for critical buckling loads.”
- Level‐set topology optimization with many linear buckling constraints using an efficient and robust eigensolver (2016, methodology): “Buckling constraints have been used with several continuum topology optimization methods including simple isotropic material with penalization [12], evolutionary structural optimization [10] and a nodal design variable method [8].”