噪声与振动控制
譟聲與振動控製
조성여진동공제
NOISE AND VIBRATION CONTROL
2014年
3期
61-66
,共6页
振动与波%直管道%基础振动%非线性%分岔%混沌
振動與波%直管道%基礎振動%非線性%分岔%混沌
진동여파%직관도%기출진동%비선성%분차%혼돈
vibration and wave%straight pipeline%foundation vibration%nonlinear%bifurcation%chaos
针对TBM掘进过程中产生的振动对液压管道的影响,以液压直管为研究对象,在考虑管道变形的几何非线性及流体脉动的情况下,建立系统的非线性运动微分方程,运用Galerkin方法对其进行离散化,采用数值仿真方法分析基础振动振幅及频率对系统非线性动力学特性的影响规律。结果表明随着基础振动频率和幅值的变化,管道系统交替呈现周期和混沌运动两种形态。系统通过系列倍周期分岔或阵发性混沌进入混沌,通过倍周期倒分岔脱离混沌;当传递到管道上的基础振动频率低于42 Hz时,或者当传递到管道上的基础振动幅值D在(0,2.5)和(6.5,8.4) mm区间时,可以有效避免系统混沌运动的产生,增加管道运动的稳定性。
針對TBM掘進過程中產生的振動對液壓管道的影響,以液壓直管為研究對象,在攷慮管道變形的幾何非線性及流體脈動的情況下,建立繫統的非線性運動微分方程,運用Galerkin方法對其進行離散化,採用數值倣真方法分析基礎振動振幅及頻率對繫統非線性動力學特性的影響規律。結果錶明隨著基礎振動頻率和幅值的變化,管道繫統交替呈現週期和混沌運動兩種形態。繫統通過繫列倍週期分岔或陣髮性混沌進入混沌,通過倍週期倒分岔脫離混沌;噹傳遞到管道上的基礎振動頻率低于42 Hz時,或者噹傳遞到管道上的基礎振動幅值D在(0,2.5)和(6.5,8.4) mm區間時,可以有效避免繫統混沌運動的產生,增加管道運動的穩定性。
침대TBM굴진과정중산생적진동대액압관도적영향,이액압직관위연구대상,재고필관도변형적궤하비선성급류체맥동적정황하,건립계통적비선성운동미분방정,운용Galerkin방법대기진행리산화,채용수치방진방법분석기출진동진폭급빈솔대계통비선성동역학특성적영향규률。결과표명수착기출진동빈솔화폭치적변화,관도계통교체정현주기화혼돈운동량충형태。계통통과계렬배주기분차혹진발성혼돈진입혼돈,통과배주기도분차탈리혼돈;당전체도관도상적기출진동빈솔저우42 Hz시,혹자당전체도관도상적기출진동폭치D재(0,2.5)화(6.5,8.4) mm구간시,가이유효피면계통혼돈운동적산생,증가관도운동적은정성。
The influence of foundation vibration in the TBM tunneling process on a hydraulic pipeline is studied. Considering the geometrical nonlinearity of the pipeline deformation and fluid pulsation, the nonlinear dynamic differential equation of the hydraulic straight pipeline is established. Then, this nonlinear differential equation is discretized by Galerkin method. The influence of the amplitude and frequency of the foundation vibration on the nonlinear dynamic features of the pipeline system is analyzed numerically. The results obtained show that the system response is the alternative periodic motion and chaotic motion with the frequency and amplitude of the foundation vibration varying. The response of the system gets into the chaotic motion via series period-doubling bifurcation or intermittent chaos, and it gets back into the periodic motion via series of inverse period-doubling bifurcation. When the frequency of the foundation vibration which transmits to the pipeline is less than 42 Hz or the amplitude D is in the ranges of 0-2.5 mm and 6.5-8.4 mm, the chaotic motion can be effectively avoided, and the stability of the pipeline system movement can be increased.