Nonlinear elasticity equations referred to anholonomic coordinates (1995)
- Authors:
- Autor USP: ALTMAN, WOLF - EP
- Unidade: EP
- Assunto: EQUAÇÕES ALGÉBRICAS NÃO LINEARES
- Language: Inglês
- Imprenta:
- Source:
- Título: Applied Mechanics Reviews. Annual Supplement
- Volume/Número/Paginação/Ano: v.48, n.11 pt.2, p.s3-10, nov. 1995
- Conference titles: Pan-American Congress of Applied Mechanics
-
ABNT
ALTMAN, Wolf e OLIVEIRA, Antonio Marmo de. Nonlinear elasticity equations referred to anholonomic coordinates. Applied Mechanics Reviews. Annual Supplement. New York: Escola Politécnica, Universidade de São Paulo. . Acesso em: 10 fev. 2026. , 1995 -
APA
Altman, W., & Oliveira, A. M. de. (1995). Nonlinear elasticity equations referred to anholonomic coordinates. Applied Mechanics Reviews. Annual Supplement. New York: Escola Politécnica, Universidade de São Paulo. -
NLM
Altman W, Oliveira AM de. Nonlinear elasticity equations referred to anholonomic coordinates. Applied Mechanics Reviews. Annual Supplement. 1995 ; no 1995( 11 pt.2): s3-10.[citado 2026 fev. 10 ] -
Vancouver
Altman W, Oliveira AM de. Nonlinear elasticity equations referred to anholonomic coordinates. Applied Mechanics Reviews. Annual Supplement. 1995 ; no 1995( 11 pt.2): s3-10.[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
- Anholonomic counterparts of the elasticity and navier-stokes equations
- 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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