Topological optimization of structures subject to Von Mises stress constraints
By Samuel Amstutz, Antonio André Novotny. 2010
169 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/278405f256a735775a57ae8af37bfcc023c7a48e
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
- Ole Sigmund
- Krishnan Suresh
- Kurt Maute
- Niels Aage
- Samuel Amstutz
- Antonio André Novotny
- E. A. Souza Neto
- Hélio Emmendoerfer
In Computational Theory and Mathematics
- Krishnan Suresh
- Niels Aage
- Ole Sigmund
- Samuel Amstutz
- Antonio André Novotny
- Kurt Maute
- E. A. Souza Neto
- Hélio Emmendoerfer
In Mechanics of Materials
- Ole Sigmund
- Krishnan Suresh
- Kurt Maute
- Samuel Amstutz
- Niels Aage
- Antonio André Novotny
- E. A. Souza Neto
- Hélio Emmendoerfer
Citations in the corpus
- A level set approach for topology optimization with local stress constraints (2014, background): “A different proposal is based on the concept of topological derivative to solve local stress constraint problems with different failure criteria, presenting very satisfactory results [8, 16].”
- Topological derivative-based topology optimization of structures subject to Drucker–Prager stress constraints (2012, methodology): “To tackle the problem here we follow a radically different approach proposed in [8].”
- Stress-constrained topology optimization: a topological level-set approach (2013, background): “Next consider the mast problem (Amstutz and Novotny 2010) illustrated in Fig.”
- Topology optimization approaches (2013, background): “2013), level set approaches (Allaire and Jouve 2008) as well as for topological derivatives (Amstutz and Novotny 2010).”
- Combined shape and topology optimization for minimization of maximal von Mises stress (2017, methodology): “In the work of (Amstutz and Novotny 2010) the authors present a topology optimization method which utilizes a p-norm stress measure with very high p’s such that the locality of stresses”