On the correct representation of bending and axial deformation in the absolute nodal coordinate formulation with an elastic line approach

Journal of Sound and Vibration

Volumn 318, Issue 3, 2008, Pages 461-487

  Gerstmayr, Johannes ^a   Irschik, Hans ^b  

^a LINZ CENTER OF MECHATRONICS GMBH   (Austria)

^b JOHANNES KEPLER UNIVERSITY LINZ   (Austria)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BENDING (DEFORMATION); DEFORMATION; DIFFRACTIVE OPTICAL ELEMENTS; EIGENVALUES AND EIGENFUNCTIONS; NUMERICAL METHODS; ONTOLOGY; SOLUTIONS; STATIC ANALYSIS; STEEL STRUCTURES; STRAIN ENERGY;

ABSOLUTE NODAL COORDINATE FORMULATIONS; ANALYTICAL AND NUMERICAL SOLUTIONS; ANALYTICAL RESULTS; AXIAL DEFORMATIONS; BEAM ELEMENTS; BENDING DEFORMATIONS; BENDING STRAINS; EIGEN VALUE ANALYSIS; ELASTIC LINES; ELASTICA; FINITE ELEMENT FORMULATION; FINITE-ELEMENT METHODS; KIRCHHOFF; LARGE DEFORMATIONS; MOMENTUM CONSERVATIONS; NORMAL FORCES; NUMERICAL EXAMPLES; ROTATIONAL DEGREES OF FREEDOM; STATIC AND DYNAMIC;

FINITE ELEMENT METHOD;

EID: 50249151329     PISSN: 0022460X     EISSN: 10958568     Source Type: Journal    
DOI: 10.1016/j.jsv.2008.04.019     Document Type: Article

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