CONTINUUM TOPOLOGY OPTIMIZATION OF BUCKLING-SENSITIVE STRUCTURES

By Salam Rahmatalla, Colby Swan. 2002

59 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/44c756c05ca5058a242e402a1dc0f73af751ac3f

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

1. Ole Sigmund
2. Ramana V. Grandhi
3. Joshua D. Deaton
4. Chau H. Le
5. Daniel A. Tortorelli
6. Julian A. Norato
7. T. Bruns
8. H. A. Kim

In Mechanics of Materials

1. Ramana V. Grandhi
2. Joshua D. Deaton
3. Chau H. Le
4. Daniel A. Tortorelli
5. T. Bruns
6. Julian A. Norato
7. H. A. Kim
8. Christopher Ha

Citations in the corpus

• Stress-based topology optimization for continua (2010, background): “ Pereira et al. (2004) (g) Perimeter control SIMP (Bendsoe 1989) e-relaxation; variant of Min.”
• Level‐set topology optimization with many linear buckling constraints using an efficient and robust eigensolver (2016, methodology): “Therefore, specific local buckling constraints are not used [8].”
• A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, methodology): “In fact, this challenge is also encountered when solving the eigenvalue problem for bifurcation buckling in densitybased topology optimization where low density regions may exhibit artificial buckling modes because of their reduced stiffness (Rahmatalla and Swan 2003).”