Assessment of various kinematic models for instability analysis of sandwich beams

Engineering Structures

Volumn 33, Issue 2, 2011, Pages 572-579

  Hu, Heng ^a   Belouettar, Salim ^b   Potier Ferry, Michel ^c   Makradi, Ahmed ^b   Koutsawa, Yao ^b  

^a WUHAN UNIVERSITY   (China)

^b LUXEMBOURG INSTITUTE OF SCIENCE AND TECHNOLOGY   (Luxembourg)

^c UNIVERSITÉ PAUL VERLAINE METZ   (France)

Author keywords

Asymptotic numerical method; Buckling; Finite element; Sandwich beam; Wrinkling

Indexed keywords

ASYMPTOTIC NUMERICAL METHOD; FE ANALYSIS; FE MODEL; FINITE ELEMENT; FINITE ELEMENT MODELS; INSTABILITY ANALYSIS; KINEMATIC MODEL; LOCAL INSTABILITY; NONLINEAR MECHANICAL RESPONSE; REFERENCE SOLUTION; SANDWICH BEAMS; SHEAR DEFORMATION EFFECTS; THICKNESS VARIATION; THREE-POINT BENDING TEST; WRINKLING;

ASYMPTOTIC ANALYSIS; BENDING TESTS; BUCKLING; COMPUTER SIMULATION; KINEMATICS; NUMERICAL METHODS; STRUCTURAL ANALYSIS;

FINITE ELEMENT METHOD;

BUCKLING; FINITE ELEMENT METHOD; KINEMATICS; ONE-DIMENSIONAL MODELING; SHEAR STRAIN; STABILITY ANALYSIS; STRUCTURAL COMPONENT; TWO-DIMENSIONAL MODELING;

EID: 78650521659     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.11.015     Document Type: Article

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