Stress-based topology optimization using an isoparametric level set method
By Kai A. James, Edmund Lee, Joaquim R. Martins. 2012
52 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Theory and Mathematics, Statistics and Probability
View Paper: https://www.semanticscholar.org/paper/57f6b1898a27d9a601a5c788acf3c3b91eb88b64
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
- Hélio Emmendoerfer
- Julian A. Norato
- Hyunsun Alicia Kim
- S. Townsend
- Renato Picelli
- Christopher J. Brampton
- Eduardo Alberto Fancello
- Haim Waisman
In Computational Theory and Mathematics
- Julian A. Norato
- Hyunsun Alicia Kim
- S. Townsend
- Renato Picelli
- Christopher J. Brampton
- Hélio Emmendoerfer
- Eduardo Alberto Fancello
- Haim Waisman
In Statistics and Probability
Citations in the corpus
- Failure Mitigation in Optimal Topology Design Using a Coupled Nonlinear Continuum Damage Model (2014, background): “The L-Bracket Problem The L-bracket structure appears frequently as an illustrative benchmark problem in topology optimization studies involving stress-based material failure constraints [42, 43, 44, 45, 46].”
- A level set approach for topology optimization with local stress constraints (2014, background): “In [31] is presented an extension of that work to irregular domains and non-uniform meshes.”
- Stress-based shape and topology optimization with the level set method (2018, background): “Most of the papers propose new penalty functions or global stress measures [18, 19, 20, 21].”