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ANALYSIS OF DYNAMICAL BUCKLING AND POST BUCKLING FOR BEAMS BY FINITE SEGMENT METHOD
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作者 殷学纲 杜思义 +1 位作者 胡继云 丁剑平 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2005年第9期1181-1187,共7页
Based on the multi-rigid body discretization model, namely, finite segment model,a chain multi-rigid-body-hinge-spring system model of a beam was presented, then a nonlinear parametrically exacted vibration equation o... Based on the multi-rigid body discretization model, namely, finite segment model,a chain multi-rigid-body-hinge-spring system model of a beam was presented, then a nonlinear parametrically exacted vibration equation of multi-degrees of freedom system was established using the coordination transformation method, and its resonance fields were derived by the restriction parameter method, that is, the dynamical buckling analysis of the beam. Because the deformation of a beam is not restricted by the discrete model and dynamic equation, the post buckling analysis can be done in above math model. The numerical solutions of a few examples were obtained by direct integrated method, which shows that the mechanical and math model gotten is correct. 展开更多
关键词 BEAM finite segment method dynamic buckling parametrically exacted vibration post buckling
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STIFFNESS EQUATION OF FINITE SEGMENT FOR FLEXIBLE BEAM-FORMED STRUCTURAL ELEMENTS
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作者 Yun Chao Zong Guanghua (Institute of Robotics, Beijing University of Aeronautics and Astronautics Liu Youwu (Tianjin University) 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2000年第1期17-24,共8页
The finite segment modelling for the flexible beam-formed structural elements is presented, in which the discretization views of the finite segment method and the difference from the finite element method are introduc... The finite segment modelling for the flexible beam-formed structural elements is presented, in which the discretization views of the finite segment method and the difference from the finite element method are introduced. In terms of the nodal model, the joint properties are described easily by the model of the finite segment method, and according to the element properties, the assumption of the small strain is only met in the finite segment method, i. e., the geometric nonlinear deformation of the flexible bodies is allowable. Consequently,the finite segment method is very suited to the flexible multibody structure. The finite segment model is used and the are differentiation is adopted for the differential beam segments. The stiffness equation is derived by the use of the principle of virtual work. The new modelling method shows its normalization, clear physical and geometric meanings and simple computational process. 展开更多
关键词 Beam-formed structural element finite segment Stiffness equation Shape function
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FLEXIBLE MULTIBODY SYSTEM DYNAMICS-FINITE SEGMENT METHOD 被引量:1
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作者 Zhang Dajun Liu Youwu +3 位作者 Yun Chao Wang Shuxin Jiang Tieying Li Yangmin(Tianjin University) 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 1994年第2期156-162,共17页
The principle and method of flexible multibody system dynamics is presented. The dynamic equation have been developed by means of Huston's method based on Kane's equation. In which the flexible members with g... The principle and method of flexible multibody system dynamics is presented. The dynamic equation have been developed by means of Huston's method based on Kane's equation. In which the flexible members with general cross-section characters were divided into finite segment models under the assumption of small strain. In order to decrease the degrees of freedom of the system and increase the efficiency of numerical calculation. the mode transformation has been introduced. A typical example is presented. and the foregoing method has been perfectly verified. 展开更多
关键词 Flexible multibody system finite segment method Nonlinear deformation General cross-section
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