Title :
Dual variables system analysis for Euler beam
Author :
Guo, Shiwei ; Lin, Jianhui
Author_Institution :
Southwest Jiaotong Univ., Emei, China
Abstract :
Regarding displacement and internal force as dual variables, Euler beam problems can be steered to dual variables system. Based on eigenvalue problems of Hamiltonian dual equation of Euler beam, eigenvector expansion method and modal expansion method of Euler beam are deduced, and the unification of elastic wave problems and vibration problems is revealed. According to transfer form solution of Hamiltonian dual equation of Euler beam, equivalent stiffness and equivalent flexibility of beam end are proposed, elemental stiffness equation and the shape functions are inferred, and boundary integral equation and fundamental solutions are derived. In dual variables system, dynamic characteristics of elastic beam are more obvious, the analysis and calculation of beam system are intuitional and simple, and the intrinsic relationships among the analysis and solving methods of elastic beam are embodied profoundly.
Keywords :
beams (structures); boundary integral equations; eigenvalues and eigenfunctions; elastic constants; elastic waves; elasticity; finite element analysis; vibrations; Euler beam; Hamiltonian dual equation; boundary integral equation; dual variables system analysis; eigenvalue problems; eigenvector expansion method; elastic beam; elastic wave problems; elemental stiffness equation; equivalent flexibility; equivalent stiffness; finite element method; modal expansion method; shape functions; steering; transfer form solution; vibration problems; Educational institutions; Equations; Finite element methods; Mathematical model; Presses; Vibrations; Euler beam; boundary element method; dual variables system; eigenvector expansion method; finite element method; modal expansion method; transfer matrix method;
Conference_Titel :
Electrical and Control Engineering (ICECE), 2011 International Conference on
Conference_Location :
Yichang
Print_ISBN :
978-1-4244-8162-0
DOI :
10.1109/ICECENG.2011.6058482