Sensitivity of unsteady collapsible channel flows to modelling assumptions

Communications in Numerical Methods in Engineering

Volumn 25, Issue 5, 2009, Pages 483-504

  Liu, H F ^a   Luo, X Y ^a   Cai, Z X ^b   Pedley, T J ^c  

^a UNIVERSITY OF GLASGOW   (United Kingdom)

^b TIANJIN UNIVERSITY   (China)

^c UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

Cascade structure; Collapsible channel flow; Finite element methods; Fluid structure interactions; Linear stability analysis; Self excited oscillations

Indexed keywords

BERNOULLI-EULER BEAM; CASCADE STRUCTURE; COLLAPSIBLE CHANNEL FLOW; DYNAMIC BEHAVIOURS; ELASTIC WALLS; FINITE ELEMENT CODES; FINITE ELEMENT PACKAGES; FLUID-STRUCTURE INTERACTIONS; HIGH SENSITIVITY; HIGHLY SENSITIVE; INLET BOUNDARY; LARGE STRAINS; NUMERICAL APPROACHES; NUMERICAL SCHEME; NUMERICAL SOLVERS; SELF-EXCITED OSCILLATIONS; SMALL STRAINS; SOLID MODEL; SOLID MODELLING; STABILITY STRUCTURES; TIMOSHENKO BEAMS; VIRTUAL WORKS;

BOUNDARY CONDITIONS; CHANNEL FLOW; CONVERGENCE OF NUMERICAL METHODS; FLUID DYNAMICS; FLUID STRUCTURE INTERACTION; LINEAR STABILITY ANALYSIS; SYSTEM STABILITY; WALL FLOW;

FINITE ELEMENT METHOD;

EID: 68749107122     PISSN: 10698299     EISSN: 10990887     Source Type: Journal    
DOI: 10.1002/cnm.1217     Document Type: Article

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