振动与冲击
振動與遲擊
진동여충격
JOURNAL OF VIBRATION AND SHOCK
2010年
3期
132-133
,共2页
结构振动%频响函数%固定界面子结构%精确综合法
結構振動%頻響函數%固定界麵子結構%精確綜閤法
결구진동%빈향함수%고정계면자결구%정학종합법
structural vibration%frequency-response function%interface-fixed substructure%exact synthesis method
提出基于固定界面子结构模态的双协调结构频响函数精确综合方法.首先用固定界面子结构的中高阶模态与精确剩余约束模态表达子结构频域位移;再利用界面力与位移的协调关系进一步消去界面自由度,建立双协调的精确缩聚变换;然后根据里兹法,得到结构精确综合的频域运动方程与频响函数;最后通过数值结果验证该方法的综合能力与准确性.
提齣基于固定界麵子結構模態的雙協調結構頻響函數精確綜閤方法.首先用固定界麵子結構的中高階模態與精確剩餘約束模態錶達子結構頻域位移;再利用界麵力與位移的協調關繫進一步消去界麵自由度,建立雙協調的精確縮聚變換;然後根據裏玆法,得到結構精確綜閤的頻域運動方程與頻響函數;最後通過數值結果驗證該方法的綜閤能力與準確性.
제출기우고정계면자결구모태적쌍협조결구빈향함수정학종합방법.수선용고정계면자결구적중고계모태여정학잉여약속모태표체자결구빈역위이;재이용계면력여위이적협조관계진일보소거계면자유도,건립쌍협조적정학축취변환;연후근거리자법,득도결구정학종합적빈역운동방정여빈향함수;최후통과수치결과험증해방법적종합능력여준학성.
An exact frequency-response-function synthesis method considering the continuity of interface displacements and forces was proposed by using interface-fixed substructure modes. Substructural displacements in frequency domain were expressed by the mid/high-order modes and exact residual constraint modes of the interface-fixed substructures, while the lower-order mode components were eliminated by use of the relations in the dynamic equation. Then the interfacial degrees of freedom were further eliminated based on the continuity of interface displacements and forces, and an exact reduction transformation was performed. The exact synthesis equation of motion in frequency domain and frequency-response functions for structural vibration were obtained according to the Ritz procedure. The synthesis capacity and accuracy of the proposed method were verified by using numerical results regarding frequency-response functions.