期刊文献+

利用加强筋单元分析子午线轮胎的结构 被引量:3

Structure analysis of radial tire using rebar element
下载PDF
导出
摘要 根据10.00R20型全钢载重子午线轮胎的实际结构,考察了轮胎的材料非线性、接触非线性以及大变形等力学特性,利用加强筋单元模拟了钢丝帘线/橡胶复合材料,建立了子午线轮胎的非线性有限元分析模型,分析了轮胎在充气压力及垂直载荷下接地印痕上的压力分布、剪应力、摩擦应力、接触及变形情况。结果表明,轮胎静态接地印痕上的压力分布是不均匀的,压力分布呈中部小、两端高的马鞍形;剪应力分布也不均匀,在胎肩部位剪应力较大;带束层边缘应变能密度较大。 The mechanical properties of tire, such as material non-linearity, contact non-linearity and high deformation, were investigated according to the actual structure of 10.00 R 20 all steel radial truck tire. The non-linear finite element model of tire was established based on rebar element for simulating cord/rubber composites. The distribution of contact normal force, shear stress and contact friction stress at tire-pavement contact patch, contact traction contours and deformed configuration of tire under inflation pressure and vertical axle load were analyzed.The results showed that the distribution of contact normal force at tire-pavement contact patch under vertical axle load was not even, just as a saddle, which showed that the forces in the middle of footprint contact were smaller than those of outside of footprint contact. And the distributions of shear stress were not even either. The shear stresses in shoulders were larger. The strain energy densities of the regions around the belt edges were larger.
出处 《合成橡胶工业》 CAS CSCD 北大核心 2005年第5期360-363,共4页 China Synthetic Rubber Industry
基金 山东省自然科学基金重点资助项目(Z99F05)。
关键词 子午线轮胎 加强筋单元 非线性有限元 接地分析 radial tire rebar element non-linear finite element contact pavement analysis
  • 相关文献

参考文献4

  • 1Yeoh O H. Characterization of elastic properties of carbon black filled rubber vulcanization [J]. Rubb Chem Technol, 1990, 63(5): 792 ~805.
  • 2Zhang X, Rakheja S, Ganesan R. Stress analysis of the multi-layered system of a truck tire [J]. Tire Sci Technol, 2003,30(4):240 ~ 264.
  • 3潮阳,祖文强.有限元分析带束层骨架材料对轮胎力学性能的影响[J].轮胎工业,2002,22(2):75-78. 被引量:9
  • 4Rothert H, Idelberger H, Jacobi W, et al. On the contact problem of tires including friction [J]. Tire Sci Technol, 1985,13 (2):111 ~123.

共引文献8

同被引文献12

引证文献3

二级引证文献12

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部