Stress-constrained topology optimization with design-dependent loading
By Edmund Lee, Kai A. James, Joaquim R. Martins. Structural And Multidisciplinary Optimization, 2012
132 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/181402d03f59b08a470c775972b2f2905483b002
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
- John T. Hwang
- Hélio Emmendoerfer
- Ramana V. Grandhi
- Joshua D. Deaton
- Haim Waisman
- Joaquim R. Martins
- Eduardo Alberto Fancello
- Kai A. James
In Mechanics of Materials
- John T. Hwang
- Ramana V. Grandhi
- Joshua D. Deaton
- Joaquim R. Martins
- Hélio Emmendoerfer
- Haim Waisman
- Kai A. James
- Eduardo Alberto Fancello
Citations in the corpus
- Effective adjoint approaches for computational fluid dynamics (2019, methodology): “The adjoint method has also been used in topology optimization for flows [33, 91–93] and structures [94, 95], as well as for error estimation [96–98], uncertainty quantification [96, 99, 100], and inverse designs [48, 101, 102].”
- Review and Unification of Methods for Computing Derivatives of Multidisciplinary Computational Models (2013, methodology): “Such applications include gradient-enhanced surrogate models [20], the sensitivity analysis of eigenvalue problems [83], structural topology optimization [36, 48, 49, 86], aerostructural optimization [43, 62], and the computation of aircraft stability derivatives [55, 56].”
- A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, methodology): “Lee et al. (2012) used regional stress-constraints along with design dependent loading.”
- Failure Mitigation in Optimal Topology Design Using a Coupled Nonlinear Continuum Damage Model (2014, methodology): “To solve this problem, authors typically implement constraint aggregation techniques based on the Kreisselmeier-Steinhaused [3, 4] or P-norm [5] envelope functions.”
- A level set approach for topology optimization with local stress constraints (2014, background): “the loading is design dependent is not addressed here (see, for example, [40]), and therefore, no body forces are considered in (4).”