振动与冲击
振動與遲擊
진동여충격
JOURNAL OF VIBRATION AND SHOCK
2015年
2期
14-19
,共6页
姜东%吴邵庆%费庆国%韩晓林
薑東%吳邵慶%費慶國%韓曉林
강동%오소경%비경국%한효림
蜂窝夹层复合材料%不确定性%有限元%参数识别
蜂窩夾層複閤材料%不確定性%有限元%參數識彆
봉와협층복합재료%불학정성%유한원%삼수식별
honeycomb sandwich composite%uncertainty%finite element method%parameter identification%witn sat-isfactory
提出蜂窝夹层复合材料不确定性参数识别方法。采用三明治夹芯板理论建立铝蜂窝夹层结构的初始有限元模型,其中芯层等效弹性参数由均匀化方法计算。据芯层结构及相对灵敏度分析,选存在不确定性且对动态特性敏感性较大的面外剪切模量及面板厚度为待识别参数。对6块铝蜂窝复合材料板进行自由-自由边界条件下动态试验,获得试验模态参数的均值及标准差。据试验结果采用所提方法识别铝蜂窝夹层板不确定性参数。结果表明,对存在不确定性参数的铝蜂窝夹层复合材料用该方法能准确识别参数的均值及标准差,并建立具有准确统计意义的动力学模型。
提齣蜂窩夾層複閤材料不確定性參數識彆方法。採用三明治夾芯闆理論建立鋁蜂窩夾層結構的初始有限元模型,其中芯層等效彈性參數由均勻化方法計算。據芯層結構及相對靈敏度分析,選存在不確定性且對動態特性敏感性較大的麵外剪切模量及麵闆厚度為待識彆參數。對6塊鋁蜂窩複閤材料闆進行自由-自由邊界條件下動態試驗,穫得試驗模態參數的均值及標準差。據試驗結果採用所提方法識彆鋁蜂窩夾層闆不確定性參數。結果錶明,對存在不確定性參數的鋁蜂窩夾層複閤材料用該方法能準確識彆參數的均值及標準差,併建立具有準確統計意義的動力學模型。
제출봉와협층복합재료불학정성삼수식별방법。채용삼명치협심판이론건립려봉와협층결구적초시유한원모형,기중심층등효탄성삼수유균균화방법계산。거심층결구급상대령민도분석,선존재불학정성차대동태특성민감성교대적면외전절모량급면판후도위대식별삼수。대6괴려봉와복합재료판진행자유-자유변계조건하동태시험,획득시험모태삼수적균치급표준차。거시험결과채용소제방법식별려봉와협층판불학정성삼수。결과표명,대존재불학정성삼수적려봉와협층복합재료용해방법능준학식별삼수적균치급표준차,병건립구유준학통계의의적동역학모형。
An approach of parameter identification for predicting uncertainties in honeycomb sandwich composite is provided.The initial finite element model of a honeycomb plate is constructed by the application of an appropriate sandwich theory,in which the equivalent parameters were predicted by homogenization method.According to the analysis of the internal honeycomb structure and the relative sensitivity of eigenvalues with respect to system parameters,the sensitive parameters including the uncertainties (Gcxz,Gcyz and thickness of the face sheet)are selected to be identified. Through modal experiments of six different honeycomb plates with free-free boundary condition,the mean values and deviations of the modal frequencies are obtained,using which the uncertain parameter identification of honeycomb sandwich plate is conducted.Identification results show that when considering the uncertainty in honeycomb sandwich composite,the proposed identification method can be used for accurately identifying the mean values and deviations of the uncertain parameters and the dynamical finite element model with statistical significance can be constructed.