关于低等级硬青的衰老机制和高温风湿学特性研究
Liang Song1,2,3, Xiaodong Xie4,5, Pengcheng Tu5
1Xinjiang Transportation Investment (Group) Co., Ltd., Urumqi 830006, China.
Materials (Basel, Switzerland)
|August 26, 2023
概括
低级硬青具有更好的耐老化和高温性能,使其适用于具有挑战性的环境. 这项研究分析了青在各种条件下的老化,揭示了关键性能指标.
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.
- 化学工程是化学工程的重要组成部分.
背景情况:
- 在高温和高海拔地区的青性能对于基础设施的耐用性至关重要.
- 了解在热氧化和紫外线压力组合下的青老化机制是必不可少的.
研究的目的:
- 在老化条件下评估低级硬青 (30#,50#,70#) 的性能和高温湿学特性.
- 调查这些青对于高温和高海拔应用的适用性.
主要方法:
- 分析青的基本特性,里埃变换红外光谱法 (FTIR),原子力显微镜 (AFM),凝透色谱法 (GPC).
- 进行了动态剪切风湿学 (DSR) 和多压力爬行恢复 (MSCR) 测试.
- 青样本经过热氧化老化 (RTFOT,PAV) 和紫外线 (UV) 老化.
主要成果:
- 随着老化时间的增加,青的性能下降;塑性因热氧和紫外线老化而显著降低.
- 碳和硫氧化物指数在衰老后增加,表明化学结构发生了变化.
- 30#青在长时间的紫外线照射下,与50#和70#相比,具有更高的耐老性. 高温的风湿性质排名为30#>50#>70#.
结论:
- 低质量的硬青具有优越的抗衰老能力和高温风湿性质.
- 这些发现支持低质量的青在苛刻的环境条件下的潜在应用.
- 老化显著改变了青的组成,将更轻的成分转化为更重的部分,如树脂和青.
相关概念视频
Hot Weather Concreting
91
Concreting at elevated temperatures accelerates the hydration process, leading to quicker setting but potentially reducing the long-term strength of the concrete structure. Additionally, low air humidity fosters rapid moisture loss from the concrete, resulting in reduced workability, pronounced plastic shrinkage, and a higher likelihood of crazing.
Mitigating the heat increase in concrete can be economically achieved by shading aggregate stockpiles to prevent heating from solar radiation,...
Mitigating the heat increase in concrete can be economically achieved by shading aggregate stockpiles to prevent heating from solar radiation,...
91
Toughness and Hardness of Aggregate
291
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...
291
Types of Cement I
147
Portland cement comes in several types, each with distinct properties and applications based on their chemical composition and hydration characteristics:
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
147
Design Example: Managing Concrete Workability
101
This example deals with managing the workability of concrete for a raft foundation project under hot weather conditions. Workability is crucial for ensuring the concrete is easy to place, compact, and finish. In this scenario, a slump test — a common method to measure the workability of fresh concrete — initially indicated low workability. This was attributed to the rapid water loss from the concrete mix, exacerbated by the high temperatures causing the course aggregates to heat up.
101
Fatigue Strength of Concrete
216
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...
216
Fatigue
206
Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
206


