Free vibration and stability analysis of three-dimensional sandwich beams via hierarchical models

Composites Part B: Engineering

Volumn 47, Issue , 2013, Pages 326-338

  Giunta, G ^a   Metla, N ^a   Koutsawa, Y ^a   Belouettar, S ^a  

^a LUXEMBOURG INSTITUTE OF SCIENCE AND TECHNOLOGY   (Luxembourg)

Author keywords

A. Layered structures; B. Buckling; B. Vibration; C. Analytical modelling

Indexed keywords

A-STABILITY; APPROXIMATION ORDERS; B. VIBRATION; CLASSICAL MODEL; CLOSED FORM SOLUTIONS; CRITICAL BUCKLING STRESS; DISPLACEMENT FIELD; EULER-BERNOULLI; FEM SOLUTIONS; FREE PARAMETERS; FREE VIBRATION; GENERIC TERM; GOVERNING DIFFERENTIAL EQUATIONS; HIERARCHICAL MODEL; HIGHER MODE; LAYERED STRUCTURES; REFERENCE SOLUTION; SANDWICH BEAMS; SHORT BEAMS; SIMPLY SUPPORTED BEAMS; STABILITY ANALYSIS; UNIFIED FORMULATIONS;

BOUNDARY CONDITIONS; COMPOSITE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; HIERARCHICAL SYSTEMS; NATURAL FREQUENCIES; SANDWICH STRUCTURES;

THREE DIMENSIONAL;

EID: 84872124591     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2012.11.017     Document Type: Article

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