在CRTS I Slab-Ballastless Track的关键组件的性能变化对Slab-Replacement操作后的结构响应的影响
Wentao Wu1, Hongyao Lu1,2, Yuelei He1
1College of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201600, China.
Materials (Basel, Switzerland)
|August 14, 2025
概括
在无压轨道上更换板块可显著提高板块强度和填充树脂性能. 然而,这种操作可能会在相邻区域引入新的压力度,影响长期业绩.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
背景情况:
- 损坏的混凝土轨道交通系统 (CRTS) I 板式无压轨道需要维护.
- 板块更换是恢复轨道功能的一个关键操作.
- 了解更换的结构影响对于轨道寿命至关重要.
研究的目的:
- 评估板块更换操作对结构的影响.
- 在更换前和之后评估轨道部件的强度和材料特性.
- 分析温度负荷对替换轨道应力分布的影响.
主要方法:
- 反弹的测试是在保留的,恶化的和新的轨道板上进行的.
- 确定了旧和新填充树脂的弹性模块.
- 开发了一个有限元模型来模拟在热负荷下更换前和后的条件.
主要成果:
- 损坏的板块显示强度比在更换前保留的板块低10.74%.
- 新板块在更换后表现出比保留板块强度大25.26%.
- 旧树脂的模量比要求低35.13%,新树脂超过要求31.00%.
结论:
- 薄板替换通过纠正结构缺陷来提高安全性.
- 该行动可能会创造新的弱点,导致紧张局势在邻近地区集中.
- 结果为优化维护和改善无压轨道性能提供了见解.
相关概念视频
Behavior of Concrete Under Compressive Load
273
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
As the concrete specimen fractures under...
273
Effects of Creep
220
Creep in concrete, the gradual deformation under prolonged stress, significantly impacts the integrity of structures. For reinforced concrete beams, it can be a vital design consideration, as it increases deflection, sometimes necessitating additional design measures. In columns, especially slender ones under eccentric loads, creep can cause buckling, compromising their stability. However, creep can be beneficial in indeterminate structures by mitigating stresses that arise from shrinkage,...
220
Abrasion Resistance of Concrete
202
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...
202
Microcracking in Concrete
208
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...
208
Slump Test
423
The slump test is a widely used method to measure the workability of concrete. It employs a 12-inch high truncated cone mold that tapers from eight inches at the base to four inches at the top. Before testing, the mold is securely attached to a flat base and dampened.
Concrete is poured into the mold in three layers to conduct the test. Each layer is compacted 25 times with a steel tamping rod, which has a five-eighths-inch diameter and a rounded end, to ensure even distribution and eliminate...
Concrete is poured into the mold in three layers to conduct the test. Each layer is compacted 25 times with a steel tamping rod, which has a five-eighths-inch diameter and a rounded end, to ensure even distribution and eliminate...
423
Creep in Concrete
454
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
454


