Post-buckling analysis of variable cross-section cantilever beams under combined load via differential quadrature method

KSCE Journal of Civil Engineering

Volumn 14, Issue 2, 2010, Pages 207-214

  Sepahi, Omid ^a   Forouzan, Mohammad Reza ^a   Malekzadeh, Parviz ^b  

^a ISFAHAN UNIVERSITY OF TECHNOLOGY   (Iran)

^b PERSIAN GULF UNIVERSITY   (Iran)

Author keywords

Cantilever beam; Differential quadrature; Non linear geometry; Post buckling

Indexed keywords

ANALYTICAL RESULTS; COMBINED LOADS; COMPUTATIONALLY EFFICIENT; CRITICAL BUCKLING LOADS; DIFFERENTIAL QUADRATURE; DIFFERENTIAL QUADRATURE METHODS; ELASTIC ROD; ELLIPTICAL INTEGRALS; FREE END; GEOMETRICALLY NONLINEAR; GOVERNING EQUATIONS; LOADING CONDITION; MULTIPLE SCALE METHOD; NON-LINEAR; POSTBUCKLING; POSTBUCKLING ANALYSIS; SHOOTING METHODS; VARIABLE CROSS SECTION;

ATOMIC FORCE MICROSCOPY; AXIAL LOADS; BUCKLING; DIFFERENTIATION (CALCULUS); NANOCANTILEVERS; NONLINEAR EQUATIONS; PILE FOUNDATIONS;

CANTILEVER BEAMS;

EID: 77649197310     PISSN: 12267988     EISSN: 19763808     Source Type: Journal    
DOI: 10.1007/s12205-010-0207-4     Document Type: Article

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