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接地压力

接地压力的相关文献在1978年到2022年内共计110篇,主要集中在公路运输、化学工业、农业工程 等领域,其中期刊论文79篇、会议论文6篇、专利文献184286篇;相关期刊57种,包括江苏科技大学学报(自然科学版)、建井技术、工程机械等; 相关会议6种,包括2014年全国青年摩擦学学术会议、“胜通杯”第六届全国橡胶工业用织物和骨架材料技术研讨会、第一届结构及多学科优化工程应用与理论研讨会等;接地压力的相关文献由230位作者贡献,包括俞淇、孙立军、张宏超等。

接地压力—发文量

期刊论文>

论文:79 占比:0.04%

会议论文>

论文:6 占比:0.00%

专利文献>

论文:184286 占比:99.95%

总计:184371篇

接地压力—发文趋势图

接地压力

-研究学者

  • 俞淇
  • 孙立军
  • 张宏超
  • 束永平
  • 毕玉峰
  • 程钢
  • 管延锦
  • 胡小弟
  • 胡春华
  • 赵国群
  • 期刊论文
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  • 专利文献

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    • 景晶晶; 侯新宇; 林军; 刘鑫; 刘为平
    • 摘要: 为获得贴近真实的大跨径钢桥重交通荷载图式,建立重型子午线轮胎10.00R20的三维有限元模型,对3种荷位下不同轴载仿真轮胎作用于钢桥面的接地形状、接地面积和压力分布进行分析。结果表明,仿真轮胎充气变形以及作用于路面的接地面积和压力结果与实测结果相近,验证了有限元方法建立的复合材料轮胎模型的可靠性;重载轮胎作用于钢桥面的接地面积与作用于路面时相近,但平均接地压力更大,压力分布具有不容忽视的不均匀性;最后,提出了钢桥面双轮矩形均布重交通荷载图式,并给出不均匀系数以表征其最不利响应。
    • 王琳; 粟本龙
    • 摘要: 以12R22.5轮胎为研究对象,建立全花纹全钢子午线轮胎与地面接触的三维非线性有限元仿真模型,研究不同负荷、充气压力和工况下轮胎的接地压力变化规律.结果表明:花纹接地压力分布仿真与实测结果吻合;随负荷增大,接地压力增大且向肩部偏移;充气压力增大,轮胎中心区域接地压力增大;启动、侧偏和转弯等复杂工况对接地压力分布影响显著.
    • 向仲兵; 安子军; 刘涛
    • 摘要: 根据鸟巢结构原理,设计一种新型鸟巢结构式免充气轮胎,建立了该免充气轮胎的三维分析模型.应用ABAQUS有限元仿真计算的免充气轮胎下沉量与实验值进行了对比分析,以验证其可行性.利用其下沉特性,分析该免充气轮胎的径向弹性性能,并与充气轮胎的径向弹性性能进行对比分析.利用有限元仿真方法研究了不同阵列数的鸟巢结构式免充气轮胎的压力分布,并进行了特性规律和影响因素分析.结果表明,随着载荷增大,免充气轮胎和充气轮胎的下沉量相近,并且改变辐条阵列数可满足免充气轮胎不同径向刚度的要求,阵列数较大的免充气轮胎在较大下沉量时接地压力连续.
    • 摘要: 日前,韩泰轮胎公司推出了两款全新高端产品和一项技术,分别是舒适静谧的高性能轮胎H462和高性能SUV轮胎RH17以及自修复技术。H462轮胎主打舒适静谧的驾乘感受,具有出色的舒适性能、操控表现和低噪声。胎面采用低噪声沟槽设计,可以降低空气流动时产生的噪声;3段节距组合的设计降低了节距之间的花纹块和沟槽在行驶过程中所产生的共振噪声,确保达到低噪声的效果,带来静谧的驾驶体验;采用圆周优化技术,在降低轮胎与地面冲击力的同时提升了行驶舒适性;FRF轮廓技术(Flat-Round-Flat)的加持可以有效吸收轮胎冲击地面时产生的震动,进一步提高驾乘舒适性;采用3R System技术,能够增大轮胎的接地面积,使接地压力均匀分布,即使在转弯、高速行驶时也能维持优秀的接地形状;采用排水膜技术,通过微小粒子在沟槽表面形成了一层光滑的膜,轮胎在湿路面上具有更高效的排水性能和更高的抓着力。
    • 卢帅; 王昌宁; 张鹏; 王兴玉
    • 摘要: 以295/75R22.5全钢子午线轮胎为例,基于有限元分析方法,研究胎肩不同边沟设计对胎肩接地压力、接地印痕及轮胎偏磨的影响.结果 表明:在胎肩添加边沟可以显著降低胎肩最大接地压力;肩部偏下部位的边沟设计显著优于其他边沟设计,能够更有效地减轻轮胎偏磨.
    • 张金铮; 王琪; 金琦淳; 张鹏
    • 摘要: 为明确三角履带机构和地面间的作用机理,以小型三角履带车为研究对象,对履带板、支重轮、地面间的受力情况进行研究,推导出履带板与地面接触的任意点位沉降量计算公式.基于贝克理论和多体动力学理论在ADAMS中建立虚拟样机,对匀速直线运动、加速直线运动和匀速爬坡运动3种工况进行动力学仿真,分析得出各工况下履带板与支重轮之间的作用力分布情况以及履带板与地面的接地压力变化规律并与理论值进行比较分析,证明虚拟样机模型的正确性和有效性,为各类三角履带产品研发、通过性能和牵引性能测试相关的实验研究以及结构优化设计提供重要基础数据.
    • GE Chao; LI Yadong; ZHANG Xiaopeng; LI Hongwei; FENG Jinqiao
    • 摘要: 以245/50R18半钢子午线轮胎为研究对象,基于拉格朗日线性插值理论,利用Python程序语言进行轮胎力学仿真分析结果后处理程序的开发,提取轮胎有限元仿真的接地压力和接地印痕边缘等相关分析数据,输出为花纹性能分析软件所需要的XML印痕文件,实现了轮胎力学有限元分析与轮胎花纹性能分析的数据集成.
    • 王文峰; 雍占福; 王裕成; 黄兆阁
    • 摘要: 基于ABAQUS软件,建立聚氨酯支撑结构的免充气轮胎模型.分析发现,免充气轮胎由于胎面弧度较小,胎面较薄,导致胎面部位应力过渡不良,轮胎产生的接地压力较大,接地压力分布较窄,接地面积较小,接地性能较差;聚氨酯支撑结构产生应力集中,易产生疲劳损坏.对免充气轮胎进行优化,增大胎面弧度,即增加胎面厚度.优化后的免充气轮胎B和免充气轮胎C,其接地压力分布均匀,最大接地压力分别减小20.84%和26.85%;轮胎的接地面积分别增加18.65%和34.94%,使得接地性能明显提高;支撑结构的最大应力分别减小16.8%和13.53%,表现为应力集中现象减弱.优化后的免充气轮胎综合性能提高较大.%Based on the ABAQUS software,the non-pneumatic tire with polyurethane support structure was established. The results show that the tread curvature is smaller and tread is thinner,resulting in poor stress transfer in tread area. The grounding pres-sure of tire is bigger,the distribution of grounding pressure is narrow,the grounding area is smaller and the performance of ground-ing is worse. The stress concentration is produced in the polyurethane support structure which it is easy to produce fatigue damage. The non-pneumatic tire is optimized by increasing tread curvature and tread thickness. For the optimized non-pneumatic tires B and tires C,the ground pressure distribution is uniform,the maximum ground pressure is reduced by 20.84%and 26.85% respectively, the grounding area is increased,the ground contact area is increased by 18.65% and 34.94%,and the grounding performance is im-proved. For support structure,the stress is decreased,the maximum stress is decreased by 16.8% and 13.53% respectively and stress concentration is weakened. The comprehensive performance of the non-pneumatic tire is improved after the optimization.
    • 赵子涵; 穆希辉; 郭浩亮; 吕凯; 杜峰坡
    • 摘要: Rubber track conversion system is typically fitted instead of tyres on vehicles, with the aim of decreasing ground pressure, improving the trafficability, and protecting the soil. It is important to accurately predict its ground pressure. The configuration of rubber track conversion system is generally triangle, and the integral structure, road wheels' arrangement and track size are different from integrated track system. In this paper, the ground pressure distribution under rubber track conversion system was analyzed, and a prediction model for ground pressure distribution was established based on the test data. Firstly, the ground pressure under rubber track conversion system on solid and soft ground was tested by using Tekscan pressure measurement system. The test results showed its ground pressure distribution had the characteristics of both tracked vehicles and wheeled vehicles, but was different from the two. When rubber track conversion system was on the solid ground, the distribution of ground pressure was similar to tracked vehicles in the longitudinal direction, showing a multi-peak discontinuous trend. The ground pressure of track between load wheels was almost 0, and the peak distribution was similar to wheeled vehicles, showing a bell-type trend. The greater the load, the more uniform the peak. In the lateral direction, the distribution was uniform and continuous under the track, also showing a bell-type trend. When rubber track conversion system was on the soft ground, the distribution of ground pressure was multi-peak and continuous in the longitudinal direction. The peak distribution also showed a bell-type trend. In the lateral direction, the distribution of ground pressure on the soft ground was similar to its distribution on the solid ground. Secondly, according to the test data, a mathematical model of the ground pressure under the rubber track conversion system was proposed. In the longitudinal direction, the ground pressure was expressed by the second cosine function, and in the lateral direction, the ground pressure was expressed by a linear function. Model input parameters included the load on the track, track width, track length, number of road wheels, road wheel diameter, and so on. The ground hardness parameter of model was used to represent various ground conditions. The more soft the ground, the greater the value of this parameter. Then, simulation results derived from the mathematical model and experimental data were compared and analyzed. When rubber track conversion system was on the solid ground, the model could predict the peak under road wheels and the distribution of the ground pressure at the middle and the edge of road wheels, while the model could not perfectly predict the ground pressure of track between road wheels. When rubber track conversion system was on the soft ground, the model could predict the distribution of ground pressure and the peak under road wheels; the smaller the load on the track, the greater the model error. Compared with other models, the hardness parameter which represents the various ground condition can avoid the plate sinkage and shearing test, improving the practicability of the model. Finally, based on the predict model, the calculation equations of static steering resistence moment for rubber track conversion system were deduced for solid and soft ground. By comparing the calculated value with the test data, the results showed that the maximum error of the simulation results and test data was about 4.71%, so the model can be applied to the analysis of the steering performance of the rubber track conversion system. The proposed predict model can provide realistic estimates of the ground pressure and can also be used for structural design and other performance studies of rubber track conversion system.%为快速有效预测橡胶履带轮接地压力,该文针对橡胶履带轮静态接地压力进行了试验研究和数学建模.首先对不同载荷下橡胶履带轮在坚实地面和松软地面的接地压力进行了测试.结果表明:在履带长度方向上,橡胶履带轮接地压力呈多峰值非均匀分布,同时其峰值呈钟罩型分布,且载荷越大,峰值分布越均匀.根据测试结果提出了一种橡胶履带轮静态接地压力分布数学模型,履带长度方向的接地压力采用二次余弦函数表示,履带宽度方向的接地压力采用线性函数表示.相较于其他模型,该模型采用地面硬度参数表征不同的地面条件,避免了进行土壤承压和剪切试验,提高了模型的实用性.最后,基于该模型对橡胶履带轮转向性能进行了仿真计算和试验验证.结果证明:仿真结果与试验数据最大误差约为4.71%,故该模型能够较好地适用于橡胶履带轮的转向性能分析.该文提出的模型可为橡胶履带轮的结构设计和其他性能研究提供参考.
    • 齐鹏; 王强; 王云龙; 齐晓杰; 杨兆; 王国田
    • 摘要: 为进一步明确翻新轮胎的力学性能并提高其使用寿命,构建工程车辆翻新轮胎静态接地工况三维模型 、轮胎与地面接触模型 、静态接地工况有限元分析模型及承载-接地力学特性试验系统.分析结果表明:静态接地工况 、接地压力及接地摩擦力在轮胎与地面接触区域内中心位置达到最小值,沿轮胎滚动方向及宽度方向呈现不同程度增大的"V"型分布规律;当载荷较小时,接地印痕形状近似为圆形,随着载荷不同程度地增大,其形状变化由近似圆形到近似椭圆形,再到近似矩形,最后到近似马鞍形的变化规律;当胎压一定时,随着载荷的增加,接地面积逐渐增大,增大趋势呈现非线性变化规律;工程翻新轮胎胎肩部位接地压力及接地摩擦力均最大,该部位较容易发生橡胶崩花掉块 、撕裂脱层的失效损坏现象.
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