An enhanced aggregation method for topology optimization with local stress constraints
By Yangjun Luo, Michael Y. Wang, Zhan Kang. 2013
164 citations recorded by the source corpus.
Subfields: Artificial Intelligence, Civil and Structural Engineering, Computational Theory and Mathematics
View Paper: https://www.semanticscholar.org/paper/8b7cbb3c430991d2bee3c78268c558894bc9f9f8
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Artificial Intelligence
- Matthijs Langelaar
- Ole Sigmund
- Kurt Maute
- Michael Y. Wang
- S. Feih
- S. Daynes
- Ramana V. Grandhi
- Joshua D. Deaton
In Civil and Structural Engineering
- Ramana V. Grandhi
- Joshua D. Deaton
- Kurt Maute
- Ole Sigmund
- Michael Y. Wang
- Matthijs Langelaar
- Yiqiang Wang
- Zhan Kang
In Computational Theory and Mathematics
- Ramana V. Grandhi
- Joshua D. Deaton
- Ole Sigmund
- Kurt Maute
- Matthijs Langelaar
- Yiqiang Wang
- Michael Y. Wang
- Zhan Kang
Citations in the corpus
- A multi-resolution method for 3D multi-material topology optimization (2015, unknown): “In this approach, the voids are represented by coarser mesh while the solids by relatively finer mesh during the process [37,40–42].”
- Damage approach: A new method for topology optimization with local stress constraints (2015, methodology): “Finally, Luo et al. (2013) proposed an enhanced aggregation method in which they combine an active set strategy with constraint aggregation.”
- Stress-based shape and topology optimization with the level set method (2018, background): “Such measures can be based on the p-norm or Kreisselmeier-Steinhauser (K-S) functions [2, 7, 8, 9, 10, 11].”
- A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, methodology): “A recent alternative by (Luo et al. 2013) is an adaptive aggregation method that treats potentially active and non-active local constraints separately while updating aggregation metrics throughout optimization.”
- Topology optimization approaches (2013, background): “2010) or Kreisselmeier-Steinhauser (K-S) functions (Rozvany and Sobieszczanski-Sobieski 1992; Luo et al. 2013).”
- Design of graded lattice structure with optimized mesostructures for additive manufacturing (2018, background): “[41]-[43], but limited papers can be found for lattice structure optimization with stress or buckling constraints.”
- Topology optimization for minimum weight with compliance and simplified nominal stress constraints for fatigue resistance (2017, methodology): “Luo et al (2013) proposed an enhanced aggregation technique based on the KS function which aggregates separately the active and the passive local stress constraints along with a relevant active set strategy.”