Auswahl der wissenschaftlichen Literatur zum Thema „Interaction tire-pavement“
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Zeitschriftenartikel zum Thema "Interaction tire-pavement"
Hernandez, Jaime A., und Imad L. Al-Qadi. „Tire–pavement interaction modelling: hyperelastic tire and elastic pavement“. Road Materials and Pavement Design 18, Nr. 5 (19.07.2016): 1067–83. http://dx.doi.org/10.1080/14680629.2016.1206485.
Der volle Inhalt der QuelleKaliske, Michael, Ines Wollny, Ronny Behnke und Christoph Zopf. „Holistic Analysis of the Coupled Vehicle-Tire-Pavement System for the Design of Durable Pavements“. Tire Science and Technology 43, Nr. 2 (01.04.2015): 86–116. http://dx.doi.org/10.2346/tire.15.430203.
Der volle Inhalt der QuelleZhang, Qingtao, Lingxiao Shangguan, Tao Li, Xianyong Ma, Yunfei Yin und Zejiao Dong. „Tire–Pavement Interaction Simulation Based on Finite Element Model and Response Surface Methodology“. Computation 11, Nr. 9 (18.09.2023): 186. http://dx.doi.org/10.3390/computation11090186.
Der volle Inhalt der QuelleZhu, Shengze, Xiuyu Liu, Qingqing Cao und Xiaoming Huang. „Numerical Study of Tire Hydroplaning Based on Power Spectrum of Asphalt Pavement and Kinetic Friction Coefficient“. Advances in Materials Science and Engineering 2017 (2017): 1–11. http://dx.doi.org/10.1155/2017/5843061.
Der volle Inhalt der QuelleDing, Yangmin, und Hao Wang. „BEM-FEM Model for Truck Tire-Pavement Interaction Noise Prediction“. Tire Science and Technology 44, Nr. 3 (01.07.2016): 212–24. http://dx.doi.org/10.2346/tire.440301.
Der volle Inhalt der QuelleMachemehl, Randy B., Feng Wang und Jorge A. Prozzi. „Analytical Study of Effects of Truck Tire Pressure on Pavements with Measured Tire–Pavement Contact Stress Data“. Transportation Research Record: Journal of the Transportation Research Board 1919, Nr. 1 (Januar 2005): 111–20. http://dx.doi.org/10.1177/0361198105191900112.
Der volle Inhalt der QuelleLi, Tan, Ricardo Burdisso und Corina Sandu. „Effect of Rubber Hardness and Tire Size on Tire-Pavement Interaction Noise“. Tire Science and Technology 47, Nr. 4 (01.10.2019): 258–79. http://dx.doi.org/10.2346/tire.18.460412.
Der volle Inhalt der QuelleRuhala, Richard, Courtney Burroughs und Laura Ruhala. „Comparison of roadwheel and roadway noise generated by a mono-pitch tire tread“. INTER-NOISE and NOISE-CON Congress and Conference Proceedings 263, Nr. 3 (01.08.2021): 3571–83. http://dx.doi.org/10.3397/in-2021-2455.
Der volle Inhalt der QuelleYang, Jia Sheng, Tien Fang Fwa, Ghim Ping Ong und Chye Heng Chew. „Finite-Element Analysis of Effect of Wide-Base Tire on Tire-Pavement Noise“. Advanced Materials Research 723 (August 2013): 105–12. http://dx.doi.org/10.4028/www.scientific.net/amr.723.105.
Der volle Inhalt der QuelleYu, Miao, Yao Kong, Zhanping You, Jue Li, Liming Yang und Lingyun Kong. „Anti-Skid Characteristics of Asphalt Pavement Based on Partial Tire Aquaplane Conditions“. Materials 15, Nr. 14 (17.07.2022): 4976. http://dx.doi.org/10.3390/ma15144976.
Der volle Inhalt der QuelleDissertationen zum Thema "Interaction tire-pavement"
Feng, Jianxiong. „Separation of tread-pattern noise in tire-pavement interaction noise“. Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/76649.
Der volle Inhalt der QuelleMaster of Science
McBride, Granda Sterling Marcelo. „A Wave Propagation Approach for Prediction of Tire-Pavement Interaction Noise“. Diss., Virginia Tech, 2019. http://hdl.handle.net/10919/93763.
Der volle Inhalt der QuelleDoctor of Philosophy
Induced vibrations due to tire-pavement interaction are one of the main sources of vehicle exterior noise, especially near highways and main roads where traveling speeds are above 50 kph. Accurate prediction tools are not currently available. Therefore, new physically based models need to be developed. This work proposes a new approach to model the tire’s structure with a formulation that accounts for multiple physical phenomena. In addition, a model that simulates the contact between the pavement and the tire’s tread is presented. Finally, the vibrations are coupled to the produced noise in a single prediction tool named Wave Pro Tire. This work also includes simulated responses and validation cases.
Spies, Lucas Daniel. „Machine-Learning based tool to predict Tire Noise using both Tire and Pavement Parameters“. Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/91407.
Der volle Inhalt der QuelleMaster of Science
Tire-Pavement Interaction Noise (TPIN) becomes the main noise source contributor for passenger vehicles traveling at speeds above 40 kph. Therefore, it represents one of the main contributors to noise environmental pollution in residential areas nearby highways. TPIN has been subject of exhaustive studies since the 1970s. Still, almost 50 years later, there is still not an accurate way to model it. This is a consequence of a large number of noise generation mechanisms involved in this phenomenon, and their high complexity nature. It is acknowledged that the main noise mechanisms involve tire vibration, and air pumping within the tire tread and pavement surface. Moreover, TPIN represents the only vehicle noise source strongly affected by an external factor such as pavement roughness. For the last decade, machine learning algorithms, based on the human brain structure, have been implemented to model TPIN. However, their development relay on experimental data, and do not provide strong physical insight into the problem. This research focused on the study of the correct configuration of such machine learning algorithms applied to the very specific task of TPIN prediction. Moreover, a customized configuration showed improvements on the TPIN prediction capabilities of these algorithms. During the second stage of this thesis, tire noise test was undertaken for different tires at different pavements surfaces on the Virginia Tech SMART road. The experimental data was used to develop an approach to account for the pavement roughness when predicting TPIN. Finally, the new machine learning algorithm configuration, along with the approach to account for pavement roughness were complemented using previous work to obtain what is the first reasonable accurate and complete computational tool to predict tire noise. This tool uses as inputs: 1) tire parameters, 2) pavement parameters, and 3) vehicle speed.
Li, Tan. „Tire-Pavement Interaction Noise (TPIN) Modeling Using Artificial Neural Network (ANN)“. Diss., Virginia Tech, 2017. http://hdl.handle.net/10919/87417.
Der volle Inhalt der QuellePHD
Wang, Guangming. „Effects of truck tire type and tire-pavement interaction on top-down cracking and instability rutting“. [Gainesville, Fla.] : University of Florida, 2009. http://purl.fcla.edu/fcla/etd/UFE0041004.
Der volle Inhalt der QuelleRajapakshe, Madhura Priyanga Nishshanke. „Physically Meaningful Harmonization of Tire/Pavement Friction Measurement Devices“. Scholar Commons, 2011. http://scholarcommons.usf.edu/etd/3303.
Der volle Inhalt der QuelleAmbroziak, Matt J. „Effects of pavement type on traffic noise levels“. Ohio : Ohio University, 1999. http://www.ohiolink.edu/etd/view.cgi?ohiou1176229443.
Der volle Inhalt der QuelleHammoud, Oussama. „Étude de l’agressivité des pneumatiques sur les couches de roulement des structures routières“. Electronic Thesis or Diss., Strasbourg, 2023. http://www.theses.fr/2023STRAD055.
Der volle Inhalt der QuelleThe ANR BINARY project aims to enhance the understanding and assessment of the mechanisms causing deterioration in road pavement layers under traffic. This project focuses on i) the stripping of bituminous mix aggregates; ii) downward cracking; iii) attempting to comprehend the involved stresses and deformations; iv) studying the influence of interfaces between asphalt layers; and v) improving the prediction of their service life.With the aging of the road network, it is crucial to have a better understanding of the degradation mechanisms of pavement layers. Current standards for designing road structures cover adhesion, texture, and uniformity but do not define mechanical criteria to ensure the durability of layers subjected to traffic loads.This thesis seeks to deepen our knowledge of bituminous materials, especially surface layers. It also aims to understand how loading conditions, temperature, and speed affect these materials, both when new and aged. Experimental tests have been conducted, and a modeling approach combines finite element (FEM) and discrete element (DEM) methods to replicate these laboratory tests. Finally, tire-road interaction is studied with a novel numerical approach to provide a simulation under more realistic conditions
Santos, Luís Gabriel Curado dos. „Establishment of an integrated analysis methodology of tire-pavement interaction“. Master's thesis, 2019. http://hdl.handle.net/10773/28152.
Der volle Inhalt der QuelleCerca de 4940 mil toneladas de pneus são produzidos anualmente na Europa. Algumas das partículas emitidas pelo desgaste dos pneus podem ter um impacto negativo sobre o meio ambiente. Além disso, os pneus são negativamente influenciados pela dinâmica de condução, e o risco de aquaplanagem pode ter consequências fatais. O objetivo principal do trabalho apresentado é o estudo de um sistema de análise integrada do fenómeno de interação pneu-pavimento, baseado na avaliação do desgaste dos pneus durante o rolamento, alterando o coeficientedeatritodopavimentoeapressãodospneus. Primeiro, foirealizada uma busca bibliográfica com o intuito de obter informações sobre a física pordetrásdomovimentodeumpneu,modelosrepresentativosdeumpneu e, finalmente, do modelo de desgaste de Archard para simular o desgaste do piso do pneu. Nasegundapartedadissertação, ummodeloaxissimétricodopneufoiconstruídopararealizaraAnálisedeElementosFinitos(AEF)usandoosoftware Abaqus. Na terceira parte, foi realizada a pressurização do modelo de pneu e, em seguida, foi induzido o deslocamento de uma carga a fim de comprimir o pisodopneucontraopavimento. Apósaetapadecompressão, ummodelo matemático baseado no modelo de desgaste de Archard foi iniciado como uma sub-rotina para o cálculo e visualização prévia do desgaste ocorrido no pneu. A profundidade de desgaste obtida, após cada execução de uma pressão de insuflação varíavel e um coeficiente de atrito variável, forneceu uma demonstração clara da relação direta entre o coeficiente de atrito e a taxa de ablação de uma superfície. Além disso, foram desenvolvidas equações matemáticasparacadacoeficientedeatrito,afimdepreverodesgastedentro de cada coeficiente de atrito para cada pressão de insuflação diferente.
Mestrado em Engenharia Mecânica
Cunha, Catarina Araújo Cupertino da. „Perceção de ruído de tráfego rodoviário“. Master's thesis, 2013. http://hdl.handle.net/1822/30706.
Der volle Inhalt der QuelleO ruído do tráfego rodoviário é um dos principais contribuintes para o ruído ambiental, podendo causar consideráveis impactes na saúde pública e qualidade de vida das populações. No entanto, o ruído rodoviário levanta várias questões pois, se por um lado está associado a vários problemas de saúde e bem-estar, por outro lado a sua falta constitui um risco para a segurança dos utilizadores da estrada. Assim, torna-se imprescindível o estudo e a avaliação acústica dos pavimentos rodoviários, visto que as suas características superficiais atuam de forma ativa nos mecanismos de geração do ruído pneu-pavimento. O trabalho desenvolvido nesta dissertação tem por objetivo estudar as características acústicas de vários pavimentos rodoviários, sob o ponto de vista da psicoacústica, com recurso à metodologia de aquisição do ruído pneu-pavimento em contínuo, o método CPX, sendo por isso uma abordagem inovadora com vantagens metodológicas importantes. Este trabalho apresenta, para oito tipos de pavimento diferentes, a sua caracterização acústica através de três indicadores acústicos (LAmax, LAeq e loudness) em função da velocidade de circulação. Cada variável foi relacionada com as respostas de avaliação da intensidade sonora de indivíduos submetidos aos ruídos adquiridos. A análise dos resultados é apresentada sob três abordagens, a análise das variáveis acústicas dos ruídos adquiridos, a análise dos resultados da tarefa de avaliação da intensidade do ruído pneu-pavimento e a análise dos diferentes modelos de cálculo do indicador psicoacústico loudness. Verificou-se que os níveis de ruído aumentam significativamente com a velocidade, e que os pavimentos não betuminosos são os mais ruidosos, particularmente os cubos de granito. Quanto às superfícies dos pavimentos com camada de desgaste em mistura betuminosa, o microaglomerado betuminoso destaca-se com os níveis de ruído superiores. Relativamente aos indicadores acústicos, o loudness mostrou ser o que melhor se ajusta às respostas de intensidade, sendo o Loudness CF o modelo de cálculo que melhor explica as respostas dos indivíduos inquiridos.
The road traffic noise is one of the major contributors to environmental noise, which can cause considerable impacts on public health and quality of life of populations. However, road noise raises several questions because, if on one hand is associated with several health problems and welfare, on the other hand their lack constitutes a risk to the safety of road users. Thus, it becomes essential the study and the acoustic evaluation of road pavements, since their surface characteristics actively influence the generation mechanisms of tire-pavement noise. The work in this thesis aims to study the acoustic characteristics of several road surfaces, from the point of view of psychoacoustics, using a methodology to acquire continuously the tirepavement noise, the CPX method, so it is an innovative approach which leads to important methodological advantages. This work presents the acoustic characterization of eight different types of pavement by using three acoustic indicators (LAmax, LAeq and loudness) as a function of speed. Each variable was related to the sound intensity evaluation responses of individuals subjected to the acquired noise. The results analysis was done according to the following three approaches: analysis of acoustic variables of the acquired noises, analysis of the results of the tire-pavement noise intensity assessment task, and the analysis of different models to calculate the psychoacoustic indicator - loudness. It was found that noise levels significantly increase with speed, and not bituminous pavements are the noisiest, specially the ones made of granite cubes. Regarding the pavements surfaces with bituminous mixtures, the micro surfacing asphalt paving stands out with higher noise levels. Regarding the acoustic indicator, loudness proved to be the best fit to the responses of intensity, and the calculation model Loudness CF is the best explaining the responses of the inquired individuals.
Buchteile zum Thema "Interaction tire-pavement"
Kaliske, Michael, Ronny Behnke, Felix Hartung und Ines Wollny. „Multi-physical and Multi-scale Theoretical-Numerical Modeling of Tire-Pavement Interaction“. In Coupled System Pavement - Tire - Vehicle, 1–39. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-75486-0_1.
Der volle Inhalt der QuelleFriederichs, Jan, Guru Khandavalli und Lutz Eckstein. „Experimental and Simulative Methods for the Analysis of Vehicle-Tire-Pavement Interaction“. In Coupled System Pavement - Tire - Vehicle, 163–205. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-75486-0_5.
Der volle Inhalt der Quelle„Front Matter“. In Vehicle-Road Interaction, FM1—FM7. ASTM International100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, 1994. http://dx.doi.org/10.1520/stp13243s.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Interaction tire-pavement"
Hegmon, Rudolph R. „Tire-Pavement Interaction“. In SAE International Congress and Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1987. http://dx.doi.org/10.4271/870241.
Der volle Inhalt der QuelleKim, Kwangwon, Jaehyung Ju, Doo-Man Kim und Swangwa Rhie. „Finite Element Analysis of Tire and Pavement Interaction“. In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-47290.
Der volle Inhalt der QuelleSmith, Harry A. „Synopsis of Tire-Pavement Interaction Research“. In SAE International Truck and Bus Meeting and Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1989. http://dx.doi.org/10.4271/892455.
Der volle Inhalt der QuelleKim, Seunghye, Kwangwon Kim, Jaehyung Ju und Doo-Man Kim. „Nonlinear Material Modeling of a Truck Tire, Pavement and its Effect on Contact Stresses“. In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-70664.
Der volle Inhalt der QuelleXia, Kaiming. „Finite Element Modeling of Dynamic Tire/Pavement Interaction“. In Pavements and Materials: Characterization and Modeling Symposium at EMI Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41129(385)18.
Der volle Inhalt der QuelleZegard, Amou, Farhad Helmand, Tianchi Tang, Kumar Anupam und Athanasios Scarpas. „Rheological Properties of Tire Rubber Using Dynamic Shear Rheometer for FEM Tire-Pavement Interaction Studies“. In Eighth International Conference on Maintenance and Rehabilitation of Pavements. Singapore: Research Publishing Services, 2016. http://dx.doi.org/10.3850/978-981-11-0449-7-095-cd.
Der volle Inhalt der QuelleNazari, Ashkan, Lu Chen, Francine Battaglia und Saied Taheri. „Developing an Advance Tire Hydroplaning Model Using Co-Simulation of Fully Coupled FEM and CFD Codes to Estimate Cornering Force“. In ASME 2018 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/imece2018-86581.
Der volle Inhalt der QuelleNega, Ainalem, und Daba Gedafa. „Numerical Simulation of Tire-Pavement Interaction Modeling Using Finite Element Method“. In International Conference on Transportation and Development 2022. Reston, VA: American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484357.026.
Der volle Inhalt der QuelleRuhala, Richard J., und Courtney B. Burroughs. „Tire/Pavement Interaction Noise Source Identification Using Multi-Planar Nearfield Acoustical Holography“. In Noise & Vibration Conference & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1999. http://dx.doi.org/10.4271/1999-01-1733.
Der volle Inhalt der QuelleDai, L., und H. Lee. „Prediction of the Effects of Pavement Permeability on the Traffic Noise Generated by Tire and Road Surface Interactions“. In ASME 2008 International Mechanical Engineering Congress and Exposition. ASMEDC, 2008. http://dx.doi.org/10.1115/imece2008-66560.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Interaction tire-pavement"
Ge, Haitao, Juan Carlos Quezada, Vincent Le Houerou und Cyrille Chazallon. Investigation of Tire-pavement Interaction Based on Non-smooth Contact Dynamics Method. Peeref, September 2022. http://dx.doi.org/10.54985/peeref.2209p2134642.
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