Analysis of thin-walled beams via a one-dimensional unified formulation through a navier-type solution

International Journal of Applied Mechanics

Volumn 3, Issue 3, 2011, Pages 407-434

  Giunta, G ^a   Biscani, F ^a   Belouettar, S ^a   Carrera, E ^b  

^a LUXEMBOURG INSTITUTE OF SCIENCE AND TECHNOLOGY   (Luxembourg)

^b POLITECNICO DI TORINO   (Italy)

Author keywords

bending torsion loading; closed form solution; hierarchical modelling; Thin walled beam structure

Indexed keywords

APPROXIMATION ORDERS; AXIOMATIC THEORY; BEAM CROSS-SECTION; BEAM STRUCTURES; CLASSICAL BEAM THEORY; CLOSED FORM; CLOSED FORM SOLUTIONS; DEEP BEAM; EULER-BERNOULLI; FREE PARAMETERS; GEOMETRICAL PARAMETERS; GOVERNING DIFFERENTIAL EQUATIONS; HIERARCHICAL MODELLING; LINEAR STATIC ANALYSIS; LOADING CONDITION; NAVIER-TYPE SOLUTIONS; NUMERICAL INVESTIGATIONS; SIMPLY SUPPORTED BEAMS; STRESS FIELD; THIN-WALLED BEAM; THREE DIMENSIONAL FINITE ELEMENTS; THREE-DIMENSIONAL DISPLACEMENTS; TORSIONAL LOADINGS;

BOUNDARY CONDITIONS; LOADING; THREE DIMENSIONAL; TORSIONAL STRESS;

THIN WALLED STRUCTURES;

EID: 80053523717     PISSN: 17588251     EISSN: 1758826X     Source Type: Journal    
DOI: 10.1142/S1758825111001056     Document Type: Article

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