A derivation and solution of dynamic equilibrium equations of shear undeformable composite anisotropic beams using the DQEM

Applied Mathematical Modelling

Volumn 26, Issue 8, 2002, Pages 833-861

  Chen, Chang New ^a  

^a NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

Author keywords

Anisotropic beam; Differential quadrature element method; Isotropic beam; Monoclinic beam; Orthotropic beam; Structural damping

Indexed keywords

BOUNDARY CONDITIONS; DIFFERENTIAL EQUATIONS; KINETIC ENERGY; POTENTIAL ENERGY; SHEAR DEFORMATION;

ANISOTROPIC BEAMS;

COMPOSITE BEAMS AND GIRDERS;

BEAM;

EID: 0036687104     PISSN: 0307904X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0307-904X(01)00075-0     Document Type: Article

References (13)

1. Coupled bending torsion vibration of cantilever beams
2. The effect of an axial force on the vibration of hinged bars
3. Spatial flexible stability and free vibration of flexible thin-walled elastic beams
4. Variational derivation of the dynamic equilibrium equations of nonprismatic thin-walled beams defined on an arbitrary coordinate system
5. Structural analysis by an inverse procedure using Bernoulli and Euler functions
6. Dynamic equilibriums of nonprismatic thin-walled beams considering the effects of transverse shear deformations defined on an arbitrary coordinate system
7. Dynamic equilibrium equations of composite anisotropic beams considering the effects of transverse shear deformations and structural damping
8. The warping torsion bar model of the differential quadrature element method
9. The differential quadrature element method irregular element torsion analysis model
10. Differential quadrature element analysis using extended differential quadrature
11. Transverse vibrations of cantilever bars of variable cross section