超薄聚氨磨损过程的耐久性研究,用于青路面
Wenguang Wang1, Baodong Liu1, Dongzhao Jin2
1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China.
Materials (Basel, Switzerland)
|October 26, 2024
概括
这项研究开发了一种耐用,耐磨的聚氨超薄磨损层,用于路面. 室内测试证实了其优良的抗滑性能和UV衰老的最小降解,显示了其在道路应用中的潜力.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 聚合物科学 聚合物科学
背景情况:
- 路面的耐用性对道路基础设施至关重要.
- 开发耐磨材料对于延长路面使用寿命至关重要.
- 聚氨为高级路面层提供了潜在的粘合剂.
研究的目的:
- 制造和评估用于路面应用的聚氨基超薄磨损层的耐用性.
- 为了研究宏观纹理,磨损性能和抗滑性能之间的关系.
- 评估聚氨磨损层在加速紫外线照射下耐老化的性能.
主要方法:
- 使用轮胎路面动态摩擦分析仪 (TDFA) 进行磨擦测试.
- 激光形扫描用于表面升高分析.
- 里埃红外光谱学和扫描电子显微镜用于材料衰老分析.
- 拉出和加速紫外线衰老试验.
主要成果:
- 在纹理参数 (MPD, λa) 和磨损指数 (SBI, σ, ω) 和路面滑行性能之间发现了显著的多变量二次多项式关系.
- 聚氨磨损层表现出优异的抗紫外线老化,在16天后,抗拉强度仅下降2.59%.
- 在紫外线暴露后没有观察到重要的聚合物或结构分裂.
结论:
- 开发的聚氨超薄磨损层表现出高耐久性和出色的抗滑性能,用于路面应用.
- 材料的性能与其表面的宏观质地和磨损特性密切相关.
- 聚氨是一种有前途的材料,用于创建弹性和持久的路面表面,而环境因素 (如紫外线辐射) 的降解最小.
更多相关视频
08:03Advanced Self-Healing Asphalt Reinforced by Graphene Structures: An Atomistic Insight
Published on: May 31, 2022
4.4K
07:15A Testing Platform for Durability Studies of Polymers and Fiber-reinforced Polymer Composites under Concurrent Hygrothermo-mechanical Stimuli
Published on: December 11, 2014
13.8K
相关概念视频
Abrasion Resistance of Concrete
107
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
One such test is the revolving disc test, where three plates...
107
Toughness and Hardness of Aggregate
248
Toughness and hardness are critical properties of aggregate materials used in concrete, particularly on pavement surfaces and industrial flooring subjected to heavy loads. Toughness is defined as the aggregate's resistance to failure by impact and is measured by the aggregate impact value (AIV). For this, the aggregate impact value test is performed, wherein the impact is delivered by a standard hammer, which falls freely under its own weight onto the aggregates. The aggregates fragment in...
248
Frost Resistant Concrete
75
Concrete's susceptibility to frost damage during freeze-thaw cycles demands strategic measures to enhance its frost resistance. Employing techniques like air entrainment, adjusting the water-cement ratio, proper curing, and selecting appropriate aggregates are essential.
Introducing microscopic air bubbles into the concrete mix through air entrainment creates small voids that accommodate ice expansion, thereby reducing internal pressures and preventing cracking. The optimal amount of...
Introducing microscopic air bubbles into the concrete mix through air entrainment creates small voids that accommodate ice expansion, thereby reducing internal pressures and preventing cracking. The optimal amount of...
75
Fatigue Strength of Concrete
171
Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
171
Masonry Paving
250
The construction of masonry paving involves using materials such as bricks, stones, and concrete masonry units. These materials are chosen for their shape, color, strength, and resistance to abrasion and weathering. Masonry units can be installed dry on a thin layer of sand and a gravel base, or they can be embedded in mortar or asphalt on a concrete slab. For areas subjected to heavy vehicular loads, a rigid base layer of reinforced or unreinforced concrete is recommended. In contrast,...
250
Microcracking in Concrete
104
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
104
