A simple method to determine the critical buckling loads for axially inhomogeneous beams with elastic restraint

Computers and Mathematics with Applications

Volumn 61, Issue 9, 2011, Pages 2510-2517

  Huang, Yong ^a   Luo, Qi Zhi ^a  

^a FOSHAN UNIVERSITY   (China)

Author keywords

Axially functionally graded beams; Buckling; Elastic restraint; Tapered beams

Indexed keywords

BUCKLING BEHAVIORS; BUCKLING LOADS; CHARACTERISTIC EQUATION; CONSTANT VOLUMES; CONSTITUENT PHASIS; CRITICAL BUCKLING LOADS; ELASTIC RESTRAINT; ENGINEERING APPLICATIONS; FAST CONVERGENCE; FUNCTIONALLY GRADED BEAMS; GOVERNING EQUATIONS; GRADIENT PARAMETER; INHOMOGENEITIES; INHOMOGENEOUS BEAMS; LINEAR ALGEBRAIC EQUATION; LOAD CARRYING CAPACITIES; MATERIAL PROPERTY; NON-HOMOGENEOUS; NUMERICAL RESULTS; OPTIMUM DESIGNS; SIMPLE APPROACH; SIMPLE METHOD; TAPERED BEAM; VARYING COEFFICIENTS;

CONVERGENCE OF NUMERICAL METHODS; LINEAR EQUATIONS; ZIRCONIA;

BUCKLING;

EID: 79955463999     PISSN: 08981221     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.camwa.2011.02.037     Document Type: Article

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