振动与冲击
振動與遲擊
진동여충격
JOURNAL OF VIBRATION AND SHOCK
2014年
2期
168-172,177
,共6页
王丙%江召兵%陈徐均%黄亚新
王丙%江召兵%陳徐均%黃亞新
왕병%강소병%진서균%황아신
浮基两刚体系统%传递矩阵%强迫振动%动力响应
浮基兩剛體繫統%傳遞矩陣%彊迫振動%動力響應
부기량강체계통%전체구진%강박진동%동력향응
two rigid-body system with floating base%transfer matrix%forced vibration%dynamic responses
为分析浮基在外力作用下产生的强迫振动对浮基多体系统动力响应影响,将浮基多体系统简化为光滑铰接的两刚体模型,用多体动力学离散时间传递矩阵理论,并编写程序对浮基多体系统动力响应求解。分别计算浮基在周期横摇角强迫振动与波浪作用下浮基两刚体动力响应,获得浮基两刚体系统运动响应曲线。数值模拟结果表明,当横摇角强迫振动幅值、频率增加时,起吊重物的摆动更剧烈,绳索长度变化对重物摆动影响不大。在横向规则波作用下,浮基与重物的摆动幅值随绳索长度、吊臂仰角的增加而增大,随起吊重物质量变化先增大后减小。
為分析浮基在外力作用下產生的彊迫振動對浮基多體繫統動力響應影響,將浮基多體繫統簡化為光滑鉸接的兩剛體模型,用多體動力學離散時間傳遞矩陣理論,併編寫程序對浮基多體繫統動力響應求解。分彆計算浮基在週期橫搖角彊迫振動與波浪作用下浮基兩剛體動力響應,穫得浮基兩剛體繫統運動響應麯線。數值模擬結果錶明,噹橫搖角彊迫振動幅值、頻率增加時,起弔重物的襬動更劇烈,繩索長度變化對重物襬動影響不大。在橫嚮規則波作用下,浮基與重物的襬動幅值隨繩索長度、弔臂仰角的增加而增大,隨起弔重物質量變化先增大後減小。
위분석부기재외력작용하산생적강박진동대부기다체계통동력향응영향,장부기다체계통간화위광활교접적량강체모형,용다체동역학리산시간전체구진이론,병편사정서대부기다체계통동력향응구해。분별계산부기재주기횡요각강박진동여파랑작용하부기량강체동력향응,획득부기량강체계통운동향응곡선。수치모의결과표명,당횡요각강박진동폭치、빈솔증가시,기조중물적파동경극렬,승색장도변화대중물파동영향불대。재횡향규칙파작용하,부기여중물적파동폭치수승색장도、조비앙각적증가이증대,수기조중물질량변화선증대후감소。
In order to analyze the influence of forced vibration on dynamic responses of a multi-body system with floating base,the system was simplified into a two rigid-body model connected by smooth joint.The dynamic responses of the system were solved by using the transfer matrix theory of multi-body dynamics.The time histories of motion of the system were obtained under the condition of the floating base acted by forced periodic rolling motion or waves.The results of numerical simulation show that the swing of the lifted weight becomes severe with the increase of amplitude and frequency of the forced vibration,but is not influenced by the length variation of the rope.The oscillation amplitudes of the floating base and the lifted weight under the action of transverse regular wave increase with the increase of the rope length and arm elevation.