振动与冲击
振動與遲擊
진동여충격
JOURNAL OF VIBRATION AND SHOCK
2014年
22期
35-40
,共6页
姜东%吴邵庆%史勤丰%费庆国%SHI Qin-feng%FEI Qing-guo
薑東%吳邵慶%史勤豐%費慶國%SHI Qin-feng%FEI Qing-guo
강동%오소경%사근봉%비경국%SHI Qin-feng%FEI Qing-guo
螺栓连接%各向同性%薄层单元%参数识别
螺栓連接%各嚮同性%薄層單元%參數識彆
라전련접%각향동성%박층단원%삼수식별
bolted-joint connection%isotropic%thin-layer element%parameter identification
针对螺栓连接建模与参数识别问题开展研究。基于各向同性本构关系薄层单元理论,提出螺栓连接结构接触面力学性能识别方法。对单个螺栓搭接及多个螺栓搭接两种结构分别进行有限元建模,忽略螺栓质量、螺孔影响,搭接界面采用各向同性本构关系的薄层单元模拟。根据试验模态参数构造优化问题,识别搭接界面薄层单元材料参数。结果表明,两种螺栓连接结构前四阶弯曲模态频率计算精度较高,薄层单元能准确反映接触界面力学性能。该方法适用于单个螺栓及螺栓较密集工况动力学精确模拟。
針對螺栓連接建模與參數識彆問題開展研究。基于各嚮同性本構關繫薄層單元理論,提齣螺栓連接結構接觸麵力學性能識彆方法。對單箇螺栓搭接及多箇螺栓搭接兩種結構分彆進行有限元建模,忽略螺栓質量、螺孔影響,搭接界麵採用各嚮同性本構關繫的薄層單元模擬。根據試驗模態參數構造優化問題,識彆搭接界麵薄層單元材料參數。結果錶明,兩種螺栓連接結構前四階彎麯模態頻率計算精度較高,薄層單元能準確反映接觸界麵力學性能。該方法適用于單箇螺栓及螺栓較密集工況動力學精確模擬。
침대라전련접건모여삼수식별문제개전연구。기우각향동성본구관계박층단원이론,제출라전련접결구접촉면역학성능식별방법。대단개라전탑접급다개라전탑접량충결구분별진행유한원건모,홀략라전질량、라공영향,탑접계면채용각향동성본구관계적박층단원모의。근거시험모태삼수구조우화문제,식별탑접계면박층단원재료삼수。결과표명,량충라전련접결구전사계만곡모태빈솔계산정도교고,박층단원능준학반영접촉계면역학성능。해방법괄용우단개라전급라전교밀집공황동역학정학모의。
The finite element modeling and parameter identification of bolted joints were concerned.According to the basic theory of thin-layer element with isotropic constitutive relationship,a parameter identification method for recognizing the mechanical characteristics of contact surface in bolted structures was proposed.The finite element modeling methods for single and multiple bolted structures were investigated respectively,ignoring the hole and the mass of the bolt,and modeling the contact surface by using thin-layer elements.Experimental modal data were used for identifying the constitutive parameters of thin-layer element with an optimization procedure.Applying the identified parameters in the finite element model,the maximum error between the computational and experimental modal frequencies was reduced reasonably.It is shown that thin layer element with identified parameters can be used for accurately simulating the normal and tangential stiffness of contact surface.The proposed approach is available for precisely simulating the single and multiple bolted structures.