Stability of Structures: Elastic, Inelastic, Fracture and Damage Theories
By Zdenek P. Bazant, L. Cedolin. 2010
384 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/4a2c7d836e0223491274ce06be25c225ec71d2fb
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
- Alfonso Pagani
- Erasmo Carrera
- Marco Petrolo
- A. G. D. Miguel
- Olivier Polit
- Philippe Vidal
- Francesco Tornabene
- Salvatore Brischetto
In Materials Chemistry
In Mechanics of Materials
- Alfonso Pagani
- Erasmo Carrera
- Marco Petrolo
- A. G. D. Miguel
- Olivier Polit
- Philippe Vidal
- Francesco Tornabene
- Salvatore Brischetto
Citations in the corpus
- Buckling of thick cylindrical shells under external pressure: A new analytical expression for the critical load and comparison with elasticity solutions (2008, neutral): “For thin shells the rotations substantially exceed strains (Brush and Almroth (1975), Bažant and Cedolin (2003)) so the above equations take the following simplified form: orrr or þ 1 r o oh srh rhhxz þ 1 r rrr rhh 1⁄4 0 ð13aÞ”
- Unified formulation of geometrically nonlinear refined beam theories (2018, background): “In the presence of torque or spatial frame structures, the analysis has to be generalized to three dimensions [9].”