在混凝土中使用超声波非线性可达波干涉测量的压力损伤的评估
Shanchang Yi1, Chenglong Yang1, Xiangtao Sun2
1School of Civil Engineering, Changsha University of Science & Technology. Changsha 410114, China.
Ultrasonics
|August 22, 2024
概括
非线性可达波干扰测量 (NCWI) 通过克服缓慢动态的干扰来有效评估混凝土压缩损伤. 一个高效的非线性水平指标显示了与损伤的强烈相关性,证明了NCWIWI.
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.
- 地质物理学 地质物理学
背景情况:
- 混凝土表现出缓慢的动态,硬度下降和机械应力后的对数复原,使损坏评估复杂化.
- 非线性可达波干扰测量 (NCWI) 是一种对材料非线性敏感的技术,对损坏检测有潜在的用处.
- 混凝土中的压缩应力会产生非线性弹性效应,可以通过波传播方法进行探测.
研究的目的:
- 调查非线性可达波干扰测量 (NCWI) 的可行性,以评估混凝土中的压力损伤.
- 分析压力压力诱导的缓慢动态对NCWI测量的干扰效应.
- 使用NCWI. 建立一个可靠的指标来确定混凝土的压力损伤.
主要方法:
- 在不同的压力压力下对混凝土样本进行NCWI的实验验证.
- 慢动态现象的特征及其对波浪传播的影响.
- 开发和应用一个高效的非线性水平指标 (αdv/v).
- 使用常规波干扰测量 (CWI) 和直接波干扰测量 (DWI) 的比较分析.
主要成果:
- 卸载混凝土中的缓慢动力学显著干扰NCWI,与波相比显示相反的dv/v变化.
- 在缓解缓慢动力学后,有效的非线性水平 (αdv/v) 与压缩损伤有很强的相关性.
- 开发的指标 (αdv/v) 随着压力增加而成比例下降.
- 在评估混凝土压缩损伤方面,NCWI在CWI和DWI上表现出优势.
结论:
- NCWI是评估混凝土压力损伤的可行和有效方法.
- 了解和减轻缓慢动态干扰对于准确的NCWI结果至关重要.
- 有效的非线性水平 (αdv/v) 作为可靠的定量指标,用于具体的损害评估.
相关概念视频
Dynamic Modulus of Elasticity of Concrete
281
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
281
Non-destructive Tests for Concrete Strength
113
The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it...
113
Behavior of Concrete Under Compressive Load
150
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...
150
Microcracking in Concrete
111
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...
111
Elasticity in Concrete
87
Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
87
Abrasion Resistance of Concrete
114
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...
114


