期刊文献+
共找到598篇文章
< 1 2 30 >
每页显示 20 50 100
Cavity noise sensitivity analysis of tire contour design factors and application of contour optimization methodology 被引量:7
1
作者 KIM Seong-rae SUNG Ki-deug +1 位作者 LEE Dong-woo HUH Sun-chul 《Journal of Central South University》 SCIE EI CAS 2012年第8期2386-2393,共8页
Cavity resonance noise of passenger car tires is generated by interacting excitation between a tire structure and the fill gas (air), and generally lies in a frequency range of 200?250 Hz. As such, this noise is stron... Cavity resonance noise of passenger car tires is generated by interacting excitation between a tire structure and the fill gas (air), and generally lies in a frequency range of 200?250 Hz. As such, this noise is strongly perceived and may be a serious source of driver annoyance. Thus, many studies regarding the cavity noise mechanism and its reduction have already been conducted. In this work, a vibro-acoustic coupled analysis was conducted between a tire structure and air cavity. Using this analysis, we can more accurately simulate the tire noise performance in the region of the cavity resonance frequency. An analysis of the effects of variation of tire contour design factors was conducted, using design-of-experiments methods. Finally, a multi-objective optimization was performed using in-house codes to reduce the cavity noise level while minimizing the loss of other performances, such as diminished ride comfort and handling caused by the variations of contour. As a result of this optimization, an optimized contour shape was derived, which satisfied the multi-objective performances. 展开更多
关键词 tire cavity noise vibro-acoustic coupled analysis finite element method boundary element method (BEM) sensitivity optimization
在线阅读 下载PDF
Noise Reduction in Pavement Made of Rubberized Bituminous Top Layer 被引量:6
2
作者 Fotini Kehagia Sofia Mavridou 《Open Journal of Civil Engineering》 2014年第3期198-208,共11页
In Greece more than 60,000 tn End of Life Tires are stockpiled every year often uncontrollable, causing severe environmental and other socio-economic negative impacts. Studies up to date are focused mainly on mechanic... In Greece more than 60,000 tn End of Life Tires are stockpiled every year often uncontrollable, causing severe environmental and other socio-economic negative impacts. Studies up to date are focused mainly on mechanical and physical characteristics of rubberized mixtures (based on cement, asphalt or soil) in which tire rubber is used either as alternative to natural aggregates or as additive. However, effect of tire rubber on noise reduction in rubberized bituminous layers, which is the main topic of present paper, has not been widely studied. In particular, this research paper is dealing with a sustainable use of tire rubber in asphalt pavement, leading to its generated noise reduction. An experimental pilot application has been conducted in the frame of a European Research Project, which has been implemented in a heavy traffic road section, cited outside Lamia city of Greece, (Vasilikon Street). The upper surface layer of the pavement has been made of rubberized bituminous mixture, produced by the wet process. Rheological characteristics of rubberized bitumen as well as basic properties of the implemented, rubberized bituminous mixture are presented. Moreover, measurements of noise level, deriving from vehicles’ motion, under operational conditions took place at the road section right after its implementation as well as after 8 months of its operation, while all data are presented in details. Results of the measurements on conventional and modified pavement sections are compared, certifying that rubberized asphalt layers can be not only environmentally friendly—since a category of solid wastes (worn automobile tires) is utilized—but also, addition of tire rubber particles in bituminous binder provides up to 3dB noise reducing bituminous mixtures and pavements, noise reduction that remains even after 8 months of road section’s operation. 展开更多
关键词 END of Life-tires Rubberized Bituminous MIXTURES noise pavement Traffic WASTE Management
在线阅读 下载PDF
Simulation of vehicle braking behavior on wet asphalt pavement based on tire hydroplaning and frictional energy dissipation 被引量:7
3
作者 Liu Xiuyu Cao Qingqing +1 位作者 Chen Jiaying Huang Xiaoming 《Journal of Southeast University(English Edition)》 EI CAS 2018年第4期500-507,共8页
To investigate the influence of wet conditions on vehicle braking behavior,a numerical-analytical method was proposed for the simulation of tire hydroplaning and frictional energy dissipation. First, a finite element ... To investigate the influence of wet conditions on vehicle braking behavior,a numerical-analytical method was proposed for the simulation of tire hydroplaning and frictional energy dissipation. First, a finite element model of tire hydroplaning was established using the coupled EulerianLagrangian method,including a pneumatic tire model and a textured asphalt pavement model. Then,the frictional force on the tire-pavement interface at different speeds was calculated by the model. Based on vehicle braking mechanism and frictional energy dissipation,a calculation method for braking distance was proposed based on a three-stage braking process. The proposed method was verified by comparing the calculated hydroplaning speed and braking distance with field test results.Then,vehicle braking distances and wet friction coefficients were calculated under different conditions. The results show that thinner water film,a more complex tread pattern and higher tire inflation pressure all contribute to the vehicle braking performance; moreover, the pavement texture has obvious influence on vehicle braking behavior,especially at a high speed. The proposed method shows great effectiveness in predicting vehicle braking behavior on wet asphalt pavements. 展开更多
关键词 tire hydroplaning vehicle braking distance coupled Eulerian-Lagrangian method water film tire inflation pressure tread pattern pavement texture
在线阅读 下载PDF
Effect of dual and new generation wide-base tire assembly on inverted pavements
4
作者 Rajan Singh Baghel Sridhar Reddy Kasu Anush K.Chandrappa 《Journal of Road Engineering》 2022年第2期124-136,共13页
The conventional flexible pavements have been constructed such that the stiffness of the layer reduces with depth.The crust thickness becomes significantly high for heavy traffic corridors resulting in the consumption... The conventional flexible pavements have been constructed such that the stiffness of the layer reduces with depth.The crust thickness becomes significantly high for heavy traffic corridors resulting in the consumption of large quantities of construction materials and also increasing environmental pollution.Inverted pavements with the aggregate interlayer(AIL)or stress absorbing membrane interlayer(SAMI)are considered to be one of the alternatives for thick conventional flexible pavements for heavy traffic corridors.The AIL or SAMI is placed between a stiff cement-treated base and asphalt concrete layer to function as crack relief layers.This change in the composition alters the behaviour of inverted pavements compared to the conventional flexible pavements.On the other hand,wide-base tires are being increasingly preferred by trucking industries due to increased fuel economy and cargo capacity.However,the effect of wide-base tires on the performance of inverted pavements is yet to be investigated.In this study,the 3D finite element(FE)models of inverted pavements considering different crack relief layers were developed,and load from dual-wheel and wide-base tires were applied.The stress-strain evolution in the various layers of inverted pavements was investigated and discussed in this study.The results indicated the higher stress and strains due to wide base tires compared to the dual-wheel assembly.Further,pavement with SAMI was found to result in lower stress and strains in the asphalt concrete layer compared to AIL pavements. 展开更多
关键词 Aggregate interlayer Inverted pavement Shear strain Stress absorbing membrane interlayer Wide-base tire
在线阅读 下载PDF
飞机轮胎-湿滑道面相互作用SPH算法仿真分析
5
作者 蔡靖 黄钰岱 +2 位作者 李琪 李岳 戴轩 《北京航空航天大学学报》 北大核心 2025年第1期53-62,共10页
针对飞机在湿滑道面上的滑水问题,采用光滑粒子流体动力学(SPH)算法建立了飞机轮胎-湿滑道面有限元模型,与流固耦合算法(CEL)模型进行对比,显示了SPH算法的优越性,进而分析了不同轮胎速度及水膜厚度对轮胎与湿滑道面相互作用的影响规律... 针对飞机在湿滑道面上的滑水问题,采用光滑粒子流体动力学(SPH)算法建立了飞机轮胎-湿滑道面有限元模型,与流固耦合算法(CEL)模型进行对比,显示了SPH算法的优越性,进而分析了不同轮胎速度及水膜厚度对轮胎与湿滑道面相互作用的影响规律。结果表明,SPH模型得到的临界滑水速度与CEL模型结果相差不超过5%;舰首波、侧向羽流等流体特征更为明显立体;平均运算效率较CEL模型提高36.5%。利用SPH模型分析可得,道面支撑力随轮胎速度增加呈先平缓下降再急速下降的趋势,水膜厚度为3~13 mm时,急速下降段所在轮胎速度区间为170~260 km/h,基本处于A320飞机的着陆滑跑速度范围内,应增强对飞机滑水事故风险的防范;位移阻力随着轮胎速度增加呈先增大后减小的趋势,且在轮胎达到临界滑水速度时取得最大值,进而提出利用位移阻力最大值确定临界滑水速度的方法;侧向羽流最大溅水高度随轮胎速度增加呈先升高后降低的趋势,在接近临界滑水速度时达到最大值;舰首波最大溅水高度低于侧向羽流最大溅水高度,且随轮胎速度增加而降低,达到临界滑水速度时舰首波接近消失,2种溅水特征的最大溅水高度值均低于A320飞机发动机的最小离地高度0.680 m,不会对发动机产生影响。 展开更多
关键词 交通运输工程 轮胎-道面相互作用 光滑粒子流体动力学算法 临界滑水速度 道面支撑力 位移阻力 溅水高度
在线阅读 下载PDF
高速公路路基路面健康监测数据处理方法及其效果评估
6
作者 王书娟 陈志国 +1 位作者 王亚博 易军艳 《市政技术》 2025年第2期175-181,共7页
随着交通运输行业的快速发展,高速公路作为重要的基础设施,面临着日益增长的交通量及其带来的重载压力与气候变化等外部因素的挑战,对路基和路面结构的安全性与使用寿命产生了深远影响。为保障高速公路的安全性与耐久性,实施路基路面的... 随着交通运输行业的快速发展,高速公路作为重要的基础设施,面临着日益增长的交通量及其带来的重载压力与气候变化等外部因素的挑战,对路基和路面结构的安全性与使用寿命产生了深远影响。为保障高速公路的安全性与耐久性,实施路基路面的健康监测尤为重要。基于吉林某高速公路长寿命沥青路面试验段,构建了一个综合性的健康监测系统,布设了横向和纵向应变传感器、温度和湿度传感器、土压力计和渗压计等多种设备,实时采集路基和路面的动态响应特征和环境数据。然而,在监测过程中,存在数据冗余与存储、数据噪声、基线漂移和数据缺失或不完整等问题,严重影响了数据的质量及后续分析的可靠性。为此,提出了一系列数据处理方法,包括使用阈值法和斜率阈值法进行有效数据筛选,采用基线归零方法消除基线漂移,利用Savitzky-Golay滤波进行信号降噪,以及使用卡尔曼滤波处理数据缺失或不完整问题。研究结果表明,这些方法显著提高了数据质量和信噪比,其中Savitzky-Golay滤波有效保留了信号的关键特征。该研究为高速公路路基路面健康监测提供了高效且可靠的数据处理方案,显著提升了监测系统的整体性能,为路面养护和管理提供了科学依据。 展开更多
关键词 路基路面 健康监测 噪声过滤 基线漂移 数据缺失 数据筛选
在线阅读 下载PDF
坑槽快速修补型胶粉改性环氧树脂性能研究
7
作者 李声豪 赵锋军 +3 位作者 骆万春 吴建军 柳力 张兴亮 《应用化工》 北大核心 2025年第2期298-305,共8页
针对传统沥青路面坑槽冷修补存在养护时间长、修补质量不稳定等问题,研发了一种常温固化型胶粉改性环氧树脂,并尝试与旧沥青混合料和石灰岩制备冷再生混合料。通过正交实验确定环氧树脂配方,并对其性能、等温流变行为和微观形态进行分析... 针对传统沥青路面坑槽冷修补存在养护时间长、修补质量不稳定等问题,研发了一种常温固化型胶粉改性环氧树脂,并尝试与旧沥青混合料和石灰岩制备冷再生混合料。通过正交实验确定环氧树脂配方,并对其性能、等温流变行为和微观形态进行分析,最后对制备冷再生混合料的可行性进行评价。结果表明:在25℃条件下,废旧轮胎胶粉改性环氧树脂拉拔强度为13.04 MPa,断裂延伸率可达到48.12%,施工窗口期为46 min,表干时间为5 h;在潮湿修补界面下,层间黏结强度大于2.85 MPa;胶粉对环氧胶结料的拉拔强度、断裂延伸率和黏度影响显著,并且在胶结料中呈现多相的海岛结构,承受荷载时能使裂缝发展减缓和转向;改性环氧树脂制备的再生混合料路用性能满足我国相关规范要求。 展开更多
关键词 环氧树脂 废旧轮胎胶粉 增韧机理 沥青路面养护
在线阅读 下载PDF
轮胎花纹设计对噪声的影响研究
8
作者 苏国庆 王君 +6 位作者 陈仁全 王振 李政方 孙晓琪 高贞宏 于润卓 刘俊杰 《轮胎工业》 2025年第2期90-93,共4页
研究轮胎花纹设计对噪声的影响。结果表明:减小胎面横向花纹沟宽度,会有效降低轮胎的阶次音,特别是对低阶次的花纹阶次音改善效果更加明显,在降低阶次音时,幅值最大值对应的频率均具有前移的趋势;随着轮胎行驶速度的增大,轮胎的花纹音... 研究轮胎花纹设计对噪声的影响。结果表明:减小胎面横向花纹沟宽度,会有效降低轮胎的阶次音,特别是对低阶次的花纹阶次音改善效果更加明显,在降低阶次音时,幅值最大值对应的频率均具有前移的趋势;随着轮胎行驶速度的增大,轮胎的花纹音均逐渐增大,但胎面横向花纹沟宽度减小的轮胎的花纹音更小,且不同速度下两者差值变化不大。 展开更多
关键词 轮胎 噪声 花纹设计 阶次音 花纹音
在线阅读 下载PDF
低滚动阻力、低噪声仿生轮胎的开发设计
9
作者 苟金峰 禹沙沙 +1 位作者 苟增亮 苟增田 《轮胎工业》 2025年第3期139-141,共3页
针对轮胎结构与功能仿生、仿生轮胎设计以及低滚动阻力、低噪声仿生轮胎的性能提出系统性优化建议。通过对轮胎结构进行仿生设计、优化轮胎成型和硫化工艺,制备出的仿生轮胎具有更低的滚动阻力和噪声。未来可以对胶料配方进行优化,以确... 针对轮胎结构与功能仿生、仿生轮胎设计以及低滚动阻力、低噪声仿生轮胎的性能提出系统性优化建议。通过对轮胎结构进行仿生设计、优化轮胎成型和硫化工艺,制备出的仿生轮胎具有更低的滚动阻力和噪声。未来可以对胶料配方进行优化,以确保仿生轮胎使用性能。 展开更多
关键词 仿生轮胎 结构设计 滚动阻力 噪声
在线阅读 下载PDF
轮胎单体花纹噪声声功率测试研究
10
作者 吴兴华 罗旭 +1 位作者 孟祥龙 冷德新 《轮胎工业》 2025年第1期59-62,共4页
选取不同规格的C1及C2轮胎,利用轮胎噪声试验台架进行轮胎单体花纹噪声声功率测试,研究轮胎规格对轮胎单体花纹噪声声功率的影响。结果表明:轮胎断面宽对声功率影响较大,断面宽越大,声功率级越高;断面高宽比对声功率影响较小;速度对声... 选取不同规格的C1及C2轮胎,利用轮胎噪声试验台架进行轮胎单体花纹噪声声功率测试,研究轮胎规格对轮胎单体花纹噪声声功率的影响。结果表明:轮胎断面宽对声功率影响较大,断面宽越大,声功率级越高;断面高宽比对声功率影响较小;速度对声功率频谱的影响主要集中在100 Hz以上频段,在40~100 Hz频段内影响很小;声功率频谱在1 000和2 000 Hz处存在明显峰值。 展开更多
关键词 轮胎 噪声 声功率 频谱特征 声压级
在线阅读 下载PDF
排水降噪沥青混合料SMAp的研究和应用
11
作者 兰亚军 《价值工程》 2025年第1期59-61,共3页
随着城市化步伐的加快、道路车辆数量的增加,道路噪音和排水问题已成为影响城市生活质量的重要因素,急需研发出新型的沥青混合料来予以应对。排水降噪沥青混合料作为一种新沥青,其独特的结构特征与材料特性赋予了自身卓越的排水降噪性能... 随着城市化步伐的加快、道路车辆数量的增加,道路噪音和排水问题已成为影响城市生活质量的重要因素,急需研发出新型的沥青混合料来予以应对。排水降噪沥青混合料作为一种新沥青,其独特的结构特征与材料特性赋予了自身卓越的排水降噪性能,既能够有效地将雨水从路面排出,提高交通安全,缓解城市排水系统的压力,又能减轻路面和汽车轮胎之间的空气泵送效应,降低车辆噪声污染。基于此,本文结合无岳高速公路项目,探讨了排水降噪沥青混合料SMAp的研发技术以及应用方法,旨在给技术人员提供参考。 展开更多
关键词 排水降噪沥青路面 沥青混合料SMAp 耐久性
在线阅读 下载PDF
沥青路面压路机振动加速度信号降噪方法研究
12
作者 朱海滨 周宇鹏 郑建艳 《水利与建筑工程学报》 2025年第1期80-85,共6页
为降低沥青路面压路机振动加速度信号过程中高频噪声和毛刺现象影响的问题,以福建省内某高速公路沥青路面工程为依托,选择能够适应极端环境且抗干扰能力强的压电式加速度传感器采集信号,采用Hamming窗函数截断信号以保证采集信号的完整... 为降低沥青路面压路机振动加速度信号过程中高频噪声和毛刺现象影响的问题,以福建省内某高速公路沥青路面工程为依托,选择能够适应极端环境且抗干扰能力强的压电式加速度传感器采集信号,采用Hamming窗函数截断信号以保证采集信号的完整性,建立CEEMDAN-小波联合降噪的降噪方法,并通过对比使用FIR滤波器降噪以及CEEMDAN-小波联合降噪后的信噪比,评估降噪效果。结果表明:CEEMDAN-小波联合降噪方法在抑制高频噪声和毛刺现象方面表现最佳,降噪后的信噪比最大,最大值为11.32,更适用于沥青路面振动加速度的降噪。该方法在沥青路面施工时为振动加速度信号的降噪提供了一种有效的技术方法。 展开更多
关键词 沥青路面 振动加速度 信号降噪 智能压实测量值 CEEMDAN 有限脉冲响应滤波器 信噪比
在线阅读 下载PDF
Texturing and evaluation of concrete pavement surface:A state-of-the-art review 被引量:2
13
作者 Zhen Leng Zepeng Fan +4 位作者 Pengfei Liu Jonas Kollmann Markus Oeser Dawei Wang Xi Jiang 《Journal of Road Engineering》 2023年第3期252-265,共14页
Concrete pavement is accompanied by two major functional properties,namely noise emission and friction,which are closely related to pavement surface texture.While several technologies have been developed to mitigate t... Concrete pavement is accompanied by two major functional properties,namely noise emission and friction,which are closely related to pavement surface texture.While several technologies have been developed to mitigate tirepavement noise and improve driving friction by surface texturization,limited information is available to compare the advantages and disadvantages of different surface textures.In this study,a state-of-the-art and state-of-thepractice review is conducted to investigate the noise reduction and friction improvement technologies for concrete pavement surfaces.The commonly used tests for characterizing the surface texture,skid resistance,and noise emission of concrete pavement were first summarized.Then,the texturing methods for both fresh and hardened concrete pavement surfaces were discussed,and the friction,noise emission and durability performances of various surface textures were compared.It is found that the next generation concrete surface(NGCS)texture generally provides the best noise emission performance and excellent friction properties.The exposed aggregate concrete(EAC)and optimized diamond grinding textures are also promising alternatives.Lastly,the technical parameters for the application of both diamond grinding and diamond grinding&grooving textures were recommended based on the authors'research and practical experience in Germany and the US.This study offers a convenient reference to the pavement researchers and engineers who seek to quickly understand relevant knowledge and choose the most appropriate surface textures for concrete pavements. 展开更多
关键词 Concrete pavement Surface texture FRICTION noise emission Diamond grinding&grooving
在线阅读 下载PDF
The Effect of Tire Design Parameters on the Force Transmissibility 被引量:1
14
作者 Woo Cheol Park Hee Kyu Lim +1 位作者 Kyoung Moon Jeong Tan Wan Kim 《Open Journal of Applied Sciences》 2018年第10期446-458,共13页
A finite element modeling technique is employed in this paper to predict the force transmissibility of tire-cavity-wheel assembly under a free-fixed condition. The tire and wheel force transmissibility is factor in st... A finite element modeling technique is employed in this paper to predict the force transmissibility of tire-cavity-wheel assembly under a free-fixed condition. The tire and wheel force transmissibility is factor in structure borne road noise performance. In order to improve structure borne noise, it is required to lower the 1st peak frequency of force transmissibility. This paper presents an application of finite element analysis modeling along with experimental verification to predict the force transmissibility of tire and wheel assembly. The results of finite element analysis for force transmissibility are shown to be in good agreement with the results from the indoor test. In order to improve structure borne noise, it is required to lower the 1st peak frequency of force transmissibility. And, the effect of the tire design parameters such as the density and modulus of a rubber and the cord stiffness on the force transmissibility is discussed. It is found that the prediction of the force transmissibility model using finite element analysis will be useful for the improvement of the road noise performance of passenger car tire. 展开更多
关键词 FORCE TRANSMISSIBILITY tire-Cavity-Wheel Assembly Design Parameter FINITE ELEMENT Analysis noise
在线阅读 下载PDF
Determination of the Sound Absorption Capacity of Hydraulic Concrete Mixtures Added with Waste Tire Rubber
15
作者 María Luisa Moguel Pacheco Fermín Castillo Mejía +3 位作者 Yamilet Rodríguez Lazcano Andrés Aguilar Negrete Arturo Molina Ocampo Jesús Mario Colín de la Cruz 《Journal of Minerals and Materials Characterization and Engineering》 2023年第5期197-211,共15页
There are different types of pollutants that are harmful to the environment, including smog, chemicals that are dumped into rivers, scrap tires, etc. The latter have the particularity that it is not possible to recycl... There are different types of pollutants that are harmful to the environment, including smog, chemicals that are dumped into rivers, scrap tires, etc. The latter have the particularity that it is not possible to recycle them to manufacture new tires. In the present work, hydraulic concrete plates added with waste tire rubber were manufactured to modify their sound absorption capacity. It was found that the rubber additions produce changes in the density of the material and in the sound absorption capacity. When the material is exposed to high-frequency sounds that correspond to high-pitched sounds, its absorption capacity increases. On the contrary, when the test frequency is low, that is, bass sounds, the sound absorption capacity decreases. The results obtained in this work suggest that the proposed mixtures are suitable for the possible manufacture of acoustic insulating shields. 展开更多
关键词 Hydraulic Concrete Waste tire Rubber Sound Absorption noise Reduction Coefficient
在线阅读 下载PDF
基于智能轮胎系统的实时路面辨识技术 被引量:1
16
作者 刘卫东 韩宗志 +1 位作者 高镇海 康艳虎 《汽车工程》 EI CSCD 北大核心 2024年第4期617-625,共9页
在复杂和极限工况下,路面附着系数是进行轮胎受力分析和车辆动力学控制的重要状态参数。相对于模型估计的方法,智能轮胎技术能够将轮胎与路面的交互信息反馈给车辆控制系统。本文提出了一种将智能轮胎系统和机器学习相结合的车辆路面附... 在复杂和极限工况下,路面附着系数是进行轮胎受力分析和车辆动力学控制的重要状态参数。相对于模型估计的方法,智能轮胎技术能够将轮胎与路面的交互信息反馈给车辆控制系统。本文提出了一种将智能轮胎系统和机器学习相结合的车辆路面附着系数获取方法。首先,考虑行驶工况环境进行传感器选型,开发基于MEMS三轴加速度传感器的智能轮胎硬件采集系统,并采用简化硬件结构的无线传输模式。其次,通过采集不同路面上的实车实验数据进行车辆实验收集机器学习训练的数据集,并分析轮地关系及信号特征。最后,将CNN与LSTM两者的优势相结合实现了对加速度时序信号的特征学习。通过与其它神经网络模型训练结果的比较,验证了所提CNN-LSTM双通道融合神经网络模型的有效性和准确性。本文提出的路面辨识方案实现了实时道路识别的目标,硬件与软件架构和神经网络模型更适合车辆系统搭载,为车辆运动控制提供了实时准确的路面信息。 展开更多
关键词 路面识别 智能轮胎 机器学习 信号分析
在线阅读 下载PDF
基于飞机滑水安全的沥青道面积水评价指标
17
作者 宗辉杭 李岳 +1 位作者 蔡靖 戴轩 《北京航空航天大学学报》 EI CAS CSCD 北大核心 2024年第3期765-773,共9页
沥青道面积水深度受横坡与轮辙变形共同影响分布复杂,是诱发飞机轮胎滑水事故的重要条件。当前,仅针对飞机起降运行给出污染跑道积水厚度范围,积水评价方式与实际运行环境脱节。基于轮辙横断面变形特征分析,提出一种考察飞机轮载横向累... 沥青道面积水深度受横坡与轮辙变形共同影响分布复杂,是诱发飞机轮胎滑水事故的重要条件。当前,仅针对飞机起降运行给出污染跑道积水厚度范围,积水评价方式与实际运行环境脱节。基于轮辙横断面变形特征分析,提出一种考察飞机轮载横向累积作用概率分布的当量水膜厚度(EWT)指标。根据道面不同区域积水条件,分段建立轮胎滑水仿真分析模型,探讨滑水行为差异及轮辙积水影响机理,验证EWT的合理性与适用范围。结果表明:轮辙内部积水引起局部水膜增厚,当飞机滑行经过时,积水侵入轮胎底部,轮胎前缘轮廓模糊且接地面积降低;当前分段临界滑水速度减小,降幅与轮载累积作用概率正相关;轮辙变形导致轮胎“最不利”滑行位置自跑道边缘向中心线内移;EWT对应表征安全接地宽度更大,覆盖轮载累积作用概率约为平均水膜厚度(AWT)的2倍,滑水风险指标仅为AWT的36%~81%。所提评价指标克服了最大水膜厚度(MWT)取值过于严格的缺陷,更适用于机场管理实践,可为起降条件保障和滑水风险分级提供量化参照。 展开更多
关键词 飞机轮胎 轮胎滑水 积水评价 道面轮辙 滑水风险
在线阅读 下载PDF
密级配橡胶沥青路面降噪技术原理与研究综述 被引量:2
18
作者 韩大勇 王亮 +2 位作者 郭朋召 鲁巍巍 杨兴旺 《长沙理工大学学报(自然科学版)》 CAS 2024年第3期61-78,106,共19页
密级配橡胶沥青路面是低噪声路面发展的新形式。为了推动低噪声路面的发展,阐述了轮胎/路面噪声的产生、增强机理及密级配橡胶沥青路面的降噪机理和降噪效果。首先介绍大孔隙和密级配两种类型降噪沥青路面及其降噪机理,然后对轮胎/路面... 密级配橡胶沥青路面是低噪声路面发展的新形式。为了推动低噪声路面的发展,阐述了轮胎/路面噪声的产生、增强机理及密级配橡胶沥青路面的降噪机理和降噪效果。首先介绍大孔隙和密级配两种类型降噪沥青路面及其降噪机理,然后对轮胎/路面噪声的产生和增强机制进行论述,接着针对密级配降噪沥青路面降噪模式、胎路噪声的影响因素及检测方法进行重点评述,最后对密级配低噪声沥青路面的发展及优化方向进行展望。大多数低噪声沥青路面都偏向于开级配大孔隙类型,对密级配沥青路面的降噪机理及实现路径研究较少。开级配大孔隙沥青路面在孔隙堵塞时,其降噪效果急剧下降,并且堵塞的孔隙难以恢复,这制约了其广泛使用。而密级配橡胶沥青路面通常依靠自身丰富的表面纹理及橡胶颗粒的弹性实现吸声阻尼降噪,故不存在上述不足。密级配橡胶沥青路面虽在降噪效果方面不如开级配大孔隙路面,但因其优异的路用性能和持久稳定的降噪效果,已成为低噪声路面在实际工程应用中的重要选择。为了更好应用密级配橡胶降噪沥青路面,未来应重点研究影响其降噪效果的诸多重要因素,如橡胶颗粒的掺入方式、粒径和掺量等。 展开更多
关键词 道路工程 降噪路面 沥青玛蹄脂碎石混合料(SMA) 密级配橡胶沥青路面 降噪机理 噪声检测
在线阅读 下载PDF
结构设计因素对半钢子午线轮胎噪声的影响 被引量:2
19
作者 张洪益 蒋旭冬 《轮胎工业》 CAS 2024年第5期279-281,共3页
试验研究结构设计因素对半钢子午线轮胎噪声的影响。结果表明:降低三角胶高度、在一定范围内增大带束层角度和选择合适的带束层材料可在保持良好性能的前提下降低轮胎噪声。本研究可为半钢子午线轮胎结构设计提供一定参考。
关键词 半钢子午线轮胎 噪声 带束层 接地印痕 三角胶
在线阅读 下载PDF
掺废轮胎橡胶颗粒碎石封层黏结性研究 被引量:1
20
作者 陈建民 刘东海 +1 位作者 王锦余 刘浩志 《中外公路》 2024年第4期127-137,共11页
为提高废旧轮胎的再利用率,降低环境污染,将废轮胎橡胶颗粒等体积替换碎石制备新型橡胶颗粒碎石封层路面。通过橡胶颗粒表面的处理,确保橡胶颗粒碎石封层沥青‒集料间的黏附性,对不同集料粒径及橡胶掺量的碎石封层试件纹理特性进行评价,... 为提高废旧轮胎的再利用率,降低环境污染,将废轮胎橡胶颗粒等体积替换碎石制备新型橡胶颗粒碎石封层路面。通过橡胶颗粒表面的处理,确保橡胶颗粒碎石封层沥青‒集料间的黏附性,对不同集料粒径及橡胶掺量的碎石封层试件纹理特性进行评价,将橡胶颗粒掺量、集料粒径占比、脱落率、构造深度及摆式摩擦系数5个指标通过SPSS进行关联并评价,并以MMLS3试验模拟行车荷载,探究外界水温对其黏附强度的影响特性。研究结果表明:采用1.5%热沥青预裹覆的橡胶颗粒可有效改善碎石封层的集料脱落;脱落率与构造深度会伴随7.1~9.5 mm粒径占比及橡胶颗粒比例的增加有所上升;摆式摩擦系数与橡胶颗粒掺量增高呈现相反趋势;低温单因素对碎石封层集料脱落的影响大于高温和浸水,而水‒温耦合会使集料松散性加剧;整体而言,为确保碎石封层集料与沥青间具有较好的黏附强度,橡胶颗粒掺量与热沥青裹覆用量分别不宜超过50.0%、1.5%。 展开更多
关键词 碎石封层 废旧轮胎橡胶 黏附特性 回收利用 绿色路面
在线阅读 下载PDF
上一页 1 2 30 下一页 到第
使用帮助 返回顶部