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含缺陷车辆转向桥前梁部件极限承载规律研究

Law of Ultimate Bearing Capacity of Front Steering Axle-beam Components with Defects
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摘要 目的 研究车辆转向桥前梁在受损情况下的极限承载规律。方法 对转向桥前梁在破片高速侵彻作用下的破坏结果进行数值模拟研究,确定破片正侵彻转向桥前梁不同部位时的侵彻弹道。对含侵彻缺陷的转向桥前梁承受垂直载荷能力进行数值模拟研究。结果 确定了破片正侵彻转向桥前梁不同部位时的侵彻弹道约为圆形通孔。对于直径为1 cm的圆孔缺陷,当位于非易损区时,前梁达到极限承载时在易损区发生断裂,其极限承载能力约为无缺陷时70%;位于易损区时,前梁达到极限承载时裂纹会经过圆孔,其极限承载能力约为无缺陷时60%。以某典型车辆为例,计算得到前梁易损区圆孔缺陷直径超过1.8 cm时,前梁会在车辆的自重下发生塑性屈服。结论 转向桥前梁部件极限承载能力受缺陷尺寸和位置的影响,缺陷尺寸越大,前梁极限承载能力越小。当缺陷位于易损区时,前梁极限承载能力比同尺寸缺陷位于非易损区时更小。该结果可为转向桥功能失效分析提供参考依据。 The work aims to study the law of ultimate bearing capacity of damaged front steering axle-beams.A numerical simulation study was carried out on the damage results of a front steering axle-beam under high-speed penetration of fragments.The penetration trajectory of the fragments penetrating into different parts of the front steering axle-beam was determined.A numerical simulation of the vertical load bearing capacity of the front steering axle-beam with penetration defects was carried out.The results showed that the penetration trajectory of the fragments penetrating into different parts of the front steering axle-beam was about circular through hole.For the circular hole defect with a diameter of 1 cm,when it was located in the non-vulnerable area,the front beam broke in the vulnerable area when it reached the ultimate bearing capacity,which was about 70% of that without defects.When it was located in the vulnerable area,the crack passed through the round hole when the front beam reached the ultimate bearing capacity,which was about 60% of that without defects.With a typical vehicle as an example,it was calculated that when the diameter of the circular hole defect in the vulnerable area of the front beam of the vehicle reached 1.8 cm,plastic yield occurred to the front beam under the dead weight of the vehicle.The ultimate bearing capacity of front steering axle-beams is affected by the size and location of the defect.The larger the defect size,the smaller the ultimate bearing capacity of the front beams.When the defect is located in the vulnerable area,the ultimate bearing capacity of the front beams is smaller than that of the defect with the same size located in the non-vulnerable area.The results can provide a reference for the functional failure analysis of the steering axle-beams.
作者 龚小康 李翔宇 田占东 GONG Xiao-kang;LI Xiang-yu;TIAN Zhan-dong(College of Sciences,National University of Defense Technology,Changsha 410073,China)
出处 《装备环境工程》 CAS 2023年第4期1-7,共7页 Equipment Environmental Engineering
基金 国家自然科学基金(12172380)。
关键词 破片侵彻 预制缺陷 承载能力 转向桥 失效分析 数值模拟 fragment penetration prefabrication defects load bearing capacity steering axle failure analysis numerical simulation
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  • 1吴建军,孙强.横置油缸式转向桥结构试析[J].齐齐哈尔大学学报(自然科学版),2001,17(2):89-90. 被引量:3
  • 2田红旗,周丹,许平.列车空气动力性能与流线型头部外形[J].中国铁道科学,2006,27(3):47-55. 被引量:42
  • 3黄康,屈玉丰,王其东,徐顺.汽车转向桥弯曲疲劳强度研究[J].机械设计,2006,23(9):42-44. 被引量:5
  • 4Gidaspow D. Muhiphase flow and fluldlzatlon-continuum and kinet, ie theiry descriptions[M]. New York : Academic Press, 1994.
  • 5[4]M.V.Figueiredo,F.M.F.Oliveira,J.P.M.Gconcalves,P.M.S.T.de Castro,Fracture analysis of fork of a heavy duty lift truck[J].Engineering Failure Analysis,8,(2001):411-421.
  • 6[5]R.Verschoore,J.G.Pieters,I.V.Pollet,Measurements and simulation on the comfort of forklifts[J].Journal of Sound and Vibration,266,(2003):585-599.
  • 7沈晓雯,李建平,许叔平,陈伟强,张永根.焊接式和铸造式叉车转向桥体的有限元分析[J].工程机械,2007,38(8):43-45. 被引量:5
  • 8蔡旭辉,刘卫国,蔡立燕.MATLAB基础与应用教程[M].北京:人民邮电出版社,2009:24-38.
  • 9赵少汴 王忠保.抗疲劳设计[M].北京:机械工业出版社,1997..
  • 10楼顺天 陈生潭 雷虎民.MATLAB5.X程序设计语言[M].西安:西安电子科技大学出版社,2001..

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