兰州交通大学学报
蘭州交通大學學報
란주교통대학학보
JOURNAL OF LANZHOU JIAOTONG UNIVERSITY(Natural Sciences)
2014年
3期
6-10
,共5页
汽车工程%钢板弹簧%离散梁单元法%误差%修正
汽車工程%鋼闆彈簧%離散樑單元法%誤差%脩正
기차공정%강판탄황%리산량단원법%오차%수정
automotive engineering%leaf spring%discrete beam method%error%correction
为研究平衡悬架钢板弹簧离散梁单元模拟模型的精度,建立了3种典型重载车辆常用平衡悬架模型。同时采用平衡悬架刚度经典计算方法,计算3种悬架的刚度。对比分析离散梁单元法和经典方法垂向刚度计算结果,发现离散梁单元法模拟结果较理论计算结果大55%左右。分析误差产生原因,提出误差修正方法。修正之后的模型垂向刚度与理论刚度相比,偏差在5%以内。该修正方法为离散梁单元建模的推广应用,同时也为建立符合实际力学性能的钢板弹簧模型提供了条件。
為研究平衡懸架鋼闆彈簧離散樑單元模擬模型的精度,建立瞭3種典型重載車輛常用平衡懸架模型。同時採用平衡懸架剛度經典計算方法,計算3種懸架的剛度。對比分析離散樑單元法和經典方法垂嚮剛度計算結果,髮現離散樑單元法模擬結果較理論計算結果大55%左右。分析誤差產生原因,提齣誤差脩正方法。脩正之後的模型垂嚮剛度與理論剛度相比,偏差在5%以內。該脩正方法為離散樑單元建模的推廣應用,同時也為建立符閤實際力學性能的鋼闆彈簧模型提供瞭條件。
위연구평형현가강판탄황리산량단원모의모형적정도,건립료3충전형중재차량상용평형현가모형。동시채용평형현가강도경전계산방법,계산3충현가적강도。대비분석리산량단원법화경전방법수향강도계산결과,발현리산량단원법모의결과교이론계산결과대55%좌우。분석오차산생원인,제출오차수정방법。수정지후적모형수향강도여이론강도상비,편차재5%이내。해수정방법위리산량단원건모적추엄응용,동시야위건립부합실제역학성능적강판탄황모형제공료조건。
To study the precision of the discrete beam model of the balance suspension leaf spring, the models of three kinds of heavy vehicle balance suspension are set up.And the stiffness of the balance suspensions is also calculated in the classic method.Compared the calculation results of discrete beam models and classic method,it is found that the stiffness getting from discrete beam models is about 55% larger than the theoretical stiffness.After analyzing the cause of error,a cor-rectional method is proposed.The difference between the stiffness getting from correctional dis-crete beam models and calculation result of classical method is less than 5%.The correction meth-od is significant for promoting the wide use of the discrete beam method,and ensures to establish a reasonable model which conforms to the realistic mechanical properties of leaf spring.