Anholonomic counterparts of the elasticity and navier-stokes equations (1996)
- Authors:
- Autor USP: ALTMAN, WOLF - EP
- Unidade: EP
- Assunto: MECÂNICA CLÁSSICA
- Language: Inglês
- Imprenta:
- Publisher: Laboratorio Nacional de Computacao Cientifica/Cnpq
- Publisher place: Rio de Janeiro
- Date published: 1996
- Source:
- Conference titles: Symposium Dedicated To the 70th Birthday of Wolf Altman
-
ABNT
ALTMAN, Wolf e OLIVEIRA, Antonio Marmo de. Anholonomic counterparts of the elasticity and navier-stokes equations. 1996, Anais.. Rio de Janeiro: Laboratorio Nacional de Computacao Cientifica/Cnpq, 1996. . Acesso em: 10 fev. 2026. -
APA
Altman, W., & Oliveira, A. M. de. (1996). Anholonomic counterparts of the elasticity and navier-stokes equations. In Recent Developments in Solid Mechanics: Proceedings. Rio de Janeiro: Laboratorio Nacional de Computacao Cientifica/Cnpq. -
NLM
Altman W, Oliveira AM de. Anholonomic counterparts of the elasticity and navier-stokes equations. Recent Developments in Solid Mechanics: Proceedings. 1996 ;[citado 2026 fev. 10 ] -
Vancouver
Altman W, Oliveira AM de. Anholonomic counterparts of the elasticity and navier-stokes equations. Recent Developments in Solid Mechanics: Proceedings. 1996 ;[citado 2026 fev. 10 ] - Non-conservative components of follower forces in the classical shell theory
- Non-conservative components of follower forces in the classical shell theory
- Nonlinear elasticity equations referred to anholonomic coordinates
- Nonlinear elasticity equations of motion referred to anholonomic coordinates
- Nonlinear equations of the theories of elasticity and shells in terms of anholonomic components
- Refined theory for anisotropic shells in the presence of small strains and moderate rotations
- Small strain and moderate rotation theory in elasticity and stability
- Vibration and stability of cantilevered cylindrical shell panels under follower forces
- Vibration and stability of shell panels with slight internal damping under follower forces
- Stability of annular sectors and plates subjected to follower loads based on a mixed finite element formulation
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