Enhancement of multi-scale-multi-phase approaches as basis for considerations of long-term behavior of roads

加强多尺度多阶段方法作为考虑道路长期行为的基础

• 批准号: 257820286
• 负责人: Professor Dr.-Ing. Wolfram Ressel
• 金额: --
• 依托单位: Universitätsverwaltung - Rektorat
• 依托单位国家: 德国
• 项目类别: Research Units
• 财政年份: 2014
• 资助国家: 德国
• 起止时间: 2013-12-31 至 2022-12-31
• 项目状态: 已结题
• 来源: https://gepris.dfg.de/gepris/projekt/257820286?language=en
• 关键词: Enhancement; multi; scale; phase; approaches

Besides structural substance of road pavements and their typical deterioration mechanisms as cracking and deformation, surface properties and related functional properties has to be considered in terms of durability. Functional properties with relevance to road safety for the users are - amongst others - skid resistance and drainage. That is why methods and models dealing with the long-term behavior of that properties and the related changes concerning the structure and the surface of roads (deformations, changes of macro- and microtexture) will be evaluated in cooperation with other subprojects of the research group.The 3D-drainage model developed in the first project phase will be enhanced for the simulation of the long-term behavior of drainage as functional property. Plastic deformations (simulations of TP1, experiments of TP4) as well as changes of macro-texture characteristics will be considered to simulate their impact on water runoff and water film depths in a systematic way.The hysteresis model developed by the ISV for the simulation of the microtextural contribution to the phenomenon of skid resistance will be used for the simulation of long-term behavior of skid resistance as further functional property with relevance to road safety. Therefore, polishing effects of aggregate surfaces respectively their microtexture are modelled in an iterative process together with TP2. Furthermore, the hysteresis model will be enhanced towards its usability for skid resistance considerations under wet conditions using water film calculations from the 3D-drainage model.The approaches for the computational creation of artificial asphalt structures, which have been developed in the first project phase, as well as analysis methods of the inner structure of (real and artificial) structures based on imaging techniques will be enhanced. They can support considerations of uncertainty regarding the asphalt structure and its impact on mechanical (e.g. deformation behavior) or functional properties (e.g. drainage) within this and the other subprojects. The analysis methods for the inner structures, which will be enhanced, will furthermore be used for investigations of long-term deformation behavior (pretest-posttest study) in cooperation with TP1, TP2 and TP4.The described studies concerning the durability of functional properties (skid resistance, drainage) of road surfaces as well as techniques for replication and analysis of inner structures of asphalt have synergy effects with other subprojects for the comprehensive description of the coupled system road-tire-vehicle – with focus on long-term behavior in the second project phase – in terms of the general aim of the research group.

除了路面的结构物质及其典型的劣化机制，如开裂和变形，表面性能和相关的功能特性必须考虑耐久性。与使用者的道路安全相关的功能特性包括防滑性和排水性。因此，我们将与研究小组的其他子项目合作，对处理这些特性的长期行为以及与道路结构和表面相关的变化（变形、宏观和微观结构的变化）的方法和模型进行评估。为了模拟排水作为功能特性的长期行为，将对项目第一阶段开发的3D排水模型进行改进。塑性变形（TP 1的模拟，TP 4）的试验以及宏观结构特征的变化将被考虑，以系统的方式模拟它们对水径流和水膜深度的影响。ISV开发的用于模拟微观结构对防滑现象贡献的滞后模型将被用于模拟长-作为与道路安全相关进一步功能特性的术语防滑性能。因此，骨料表面的抛光效果，分别其微观结构建模在一个迭代过程中与TP 2。此外，将加强滞后模型的可用性，以考虑在潮湿条件下使用三维排水模型的水膜计算的防滑性，将加强在项目第一阶段开发的人造沥青结构的计算创建方法，以及基于成像技术的（真实的和人造）结构的内部结构分析方法。它们可以支持考虑沥青结构的不确定性及其对该子项目和其他子项目内的机械（例如变形行为）或功能特性（例如排水）的影响。内部结构的分析方法将得到加强，并将进一步用于长期变形行为的调查（前测-后测研究）与TP 1，TP 2和TP 4合作。（防滑性，排水）以及沥青内部结构的复制和分析技术与其他子项目具有协同效应，根据研究小组的总体目标，对道路-轮胎-车辆耦合系统进行全面描述，重点关注项目第二阶段的长期行为。