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LIE GROUPS
AND LIE ALGEBRAS ON DYNAMIC ANALYSIS OF BEAM WITH SPATIAL COMPLIANCE
Ding Xilun
(Institute of Robotics Research,
Beihang University, Beijing 100083)
Selig
John Mark
(London South Bank University, London
UK)
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Abstract: Lie
groups and Lie algebras are introduced to represent a beam with spatial
compliance, that is the beam under the forces of bending, twisting and
extending. Based on the material theory and fundamental kinematic
assumptions, the general spatial compliance matrix of the beam can be
obtained by congregating. Based on the analysis of potential energy, the
potential energy density and compliance density of the beam are
obtained. The frequencies of such a beam are analyzed using Rayleigh-Ritz
method, and its eigenfrequencies are compared with the beam under the
condition of each individual deformation case, pure bending, extension
or torsion. The theory of Lie groups and Lie algebras is a facilitated
mathematical tool for the representation and analysis of the mechanism
with spatial compliance links is convinced.
Key
words: Lie
groups Lie algebras Elastic beam Spatial compliance Eigen frequency
CLC No: TH112
国家自然科学基金资助项目(50275002).
Received 20040328, received in revised form 20040820
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