太原科技大学学报
太原科技大學學報
태원과기대학학보
JOURNAL OF TAIYUAN UNIVERSITY OF SCIENCE AND TECHNOLOGY
2012年
2期
144-148
,共5页
钢丝绳绳丝%右同向捻%右交互捻%力学性能
鋼絲繩繩絲%右同嚮撚%右交互撚%力學性能
강사승승사%우동향념%우교호념%역학성능
wire%right lang lay%right regular lay%mechanical properties
对6×19S＋FC右同向捻及右交互捻钢丝绳绳丝分别进行了静态实验,得到它们的拉伸、弯折及扭转实验数据;对这些数据进行统计分析,分别得到它们的均值与方差,从实验层面探讨捻制方式对钢丝绳绳丝力学性能的影响。另外利用Solidworks软件建立了绳丝计算模型,利用ANSYS软件分析了钢丝绳中绳丝的受力和变形情况,从数值模拟层面探讨钢丝绳捻制方式对绳丝力学性能的影响。研究表明,对于钢丝绳绳丝力学性能而言,右交互捻优于右同向捻。
對6×19S＋FC右同嚮撚及右交互撚鋼絲繩繩絲分彆進行瞭靜態實驗,得到它們的拉伸、彎摺及扭轉實驗數據;對這些數據進行統計分析,分彆得到它們的均值與方差,從實驗層麵探討撚製方式對鋼絲繩繩絲力學性能的影響。另外利用Solidworks軟件建立瞭繩絲計算模型,利用ANSYS軟件分析瞭鋼絲繩中繩絲的受力和變形情況,從數值模擬層麵探討鋼絲繩撚製方式對繩絲力學性能的影響。研究錶明,對于鋼絲繩繩絲力學性能而言,右交互撚優于右同嚮撚。
대6×19S＋FC우동향념급우교호념강사승승사분별진행료정태실험,득도타문적랍신、만절급뉴전실험수거;대저사수거진행통계분석,분별득도타문적균치여방차,종실험층면탐토념제방식대강사승승사역학성능적영향。령외이용Solidworks연건건립료승사계산모형,이용ANSYS연건분석료강사승중승사적수력화변형정황,종수치모의층면탐토강사승념제방식대승사역학성능적영향。연구표명,대우강사승승사역학성능이언,우교호념우우우동향념。
The mechanical properties of the side wires have been investigated.By the static experiment of the wire of the right lang lay and the right regular lay 6×19S ＋ FC wire rope,the stretch,bend and torsion data of wires were obtained,and the mean and variance of these data are obtained by legitimately mathematical statistical analysis of these data,and then the influences of the lay ways on wires mechanical properties were investigated.In addition,the models of these wires were established by Solidworks soft-ware.The wire stress and deformation were analyzed by ANSYS soft-ware.The influences of the lay ways on wires mechanical properties were investigated.Finally,the analysis shows that the right regular lay is better than the right lang lay in wire mechanical properties.
