Flutter of an arch bridge via a fully nonlinear continuum formulation

Journal of Aerospace Engineering

Volumn 24, Issue 1, 2011, Pages 112-123

  Lacarbonara, Walter ^a   Arena, Andrea ^a  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

Author keywords

Aeroelastic flutter derivatives; Arch bridge; Flexural torsional flutter; Flutter speed; Geometrically exact approach

Indexed keywords

ACCIDENTAL LOADS; AEROELASTIC ANALYSIS; AEROELASTIC/FLUTTER DERIVATIVES; BIFURCATION PARAMETER; CONTINUUM FORMULATION; DEAD LOADS; DEFORMATION MODES; EIGENVALUE PROBLEM; FLEXURAL-TORSIONAL; FLUTTER ANALYSIS; FLUTTER SPEED; GEOMETRICALLY EXACT; GOVERNING EQUATIONS OF MOTION; HIGH SENSITIVITY; IN-PLANE; KINEMATIC FORMULATION; LIMIT POINTS; LIMIT STATE; MODE SHAPES; NON-LINEAR MODEL; NONLINEAR PARAMETRIC MODEL; OUT-OF-PLANE BENDING; PATH FOLLOWING; PRE-STRESS; PRESTRESSED BRIDGES; SECTIONAL MODEL; STRUCTURAL DAMPING; TOTAL LAGRANGIAN FORMULATION; WIND SPEED; WIND TUNNEL TESTS;

AEROELASTICITY; ARCH BRIDGES; ARCHES; BENDING (DEFORMATION); CONCRETE BRIDGES; CONSTITUTIVE EQUATIONS; CONTINUUM MECHANICS; EIGENVALUES AND EIGENFUNCTIONS; EQUATIONS OF MOTION; FLUTTER (AERODYNAMICS); HOPF BIFURCATION; SANDWICH STRUCTURES;

NONLINEAR EQUATIONS;

EID: 78650373533     PISSN: 08931321     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)AS.1943-5525.0000059     Document Type: Article

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