Effect of transverse normal and shear deformation on a fiber-reinforced viscoelastic beam resting on two-parameter elastic foundations

International Journal of Applied Mechanics

Volumn 2, Issue 1, 2010, Pages 87-115

  Zenkour, A M ^a   Allam, M N M ^b   Sobhy, Mohammed ^a  

^a Kafrelsheikh University   (Egypt)

^b Mansoura University   (Egypt)

Author keywords

Pasternak's foundations; Refined sinusoidal beam theory; Transverse normal and shear deformation; Viscoelastic composite beam

Indexed keywords

BEAM THEORIES; CLASSICAL BEAM THEORY; COMPOSITE BEAM; EFFECTIVE MODULI; ELASTIC FOUNDATION; EULER-BERNOULLI; FIRST-ORDER SHEAR DEFORMATION; FOUNDATION STIFFNESS; GOVERNING EQUATIONS; LENGTH-TO-DEPTH RATIOS; MECHANICAL BEHAVIOR; NUMERICAL RESULTS; PASTERNAK; TIME PARAMETER; VISCOELASTIC BEAMS; VISCOELASTIC COMPOSITES;

BENDING (DEFORMATION); COMPOSITE BEAMS AND GIRDERS; COMPOSITE MATERIALS; FOUNDATIONS; REFINING; SHEAR DEFORMATION; STIFFNESS; VISCOELASTICITY;

SHEAR FLOW;

BEAMS; BENDING; COMPOSITES; FOUNDATIONS; REFINING; SHEAR FLOW; SHEAR STRESS; STIFFNESS; VISCOELASTICITY;

EID: 80053473233     PISSN: 17588251     EISSN: 1758826X     Source Type: Journal    
DOI: 10.1142/S1758825110000482     Document Type: Article

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