On compliance and buckling objective functions in topology optimization of snap-through problems
By Esben Lindgaard, J. Dahl. Structural And Multidisciplinary Optimization, 2012
109 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Theory and Mathematics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/d816fe8cbb1c6b6497ea73f4c8950a79ada65273
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
In Computational Theory and Mathematics
- H. A. Kim
- Peter D. Dunning
- Zhan Kang
- Akihiro Takezawa
- Haitao Ma
- Xingjun Gao
- Jikai Liu
- Krishnan Suresh
In Mechanics of Materials
Citations in the corpus
- Current and future trends in topology optimization for additive manufacturing (2018, methodology): “Some important applications in this field include maximization of the critical load of a continuum structure with large displacement by Kemmler et al. (2005), consideration of hyperelastic bodies with non-zero prescribed displacement by Klarbring and Strömberg (2013) and topology optimization of sna”
- Level‐set topology optimization with many linear buckling constraints using an efficient and robust eigensolver (2016, methodology): “A well-known issue in topology optimization involving linear buckling is the occurrence of spurious modes in the void region of the design space [11, 12].”
- Topology optimization of continuum structures under buckling constraints (2015, background): “However, as the introduced parameter ql plays a critical role in avoiding the appearance of pseudo modes, using an improper value may lead to erroneous results [19,20].”