使用2D卷积神经网络模型对混凝土结构中的压力和损伤的综合估计学习了囊式智能聚合传感器的阻抗反应
Quoc-Bao Ta1, Ngoc-Lan Pham1, Jeong-Tae Kim1
1Department of Ocean Engineering, Pukyong National University, 45 Yongso-ro, Nam-gu, Busan 48513, Republic of Korea.
Sensors (Basel, Switzerland)
|October 26, 2024
概括
这项研究引入了一种新的2D CNN模型,使用囊式智能聚合物 (CSA) 来估计混凝土结构中的应力和损伤. 该方法通过分析电磁阻抗 (EMI) 响应来准确评估结构完整性,即使有噪声.
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
- 结构健康监测 结构健康监测
背景情况:
- 确保混凝土结构的安全性和性能需要准确的应力和损坏估计.
- 像囊的智能聚合物 (CSA) 技术显示出对内部混凝土损坏的早期检测有希望.
研究的目的:
- 提出一个2D卷积神经网络 (CNN) 模型,用于使用CSA传感器在混凝土结构中进行整体应力和损伤估计.
- 开发一种方法,从CSA学习电磁阻抗 (EMI) 响应,以评估结构条件.
主要方法:
- 在压缩负荷下建立了基于CSA的EMI损伤技术的理论框架.
- 一个2D CNN模型被设计用于从CSA的EMI响应中提取损坏敏感特征.
- 在CSA嵌入式混凝土气上进行了压缩实验,以记录应力损伤EMI反应.
主要成果:
- 2D CNN模型成功地从CSA的EMI响应中学习了对损坏敏感的特征.
- 该模型展示了估计应力和识别混凝土结构损伤水平的能力.
- 该模型的可行性在噪音条件下和未经训练的数据下得到验证.
结论:
- 开发的2D CNN模型可以同时准确地估计混凝土结构中的应力和损伤状态.
- 这种基于CSA的EMI技术为结构健康监测提供了可靠的方法.
- 这些发现支持使用智能聚合物和人工智能进行先进的混凝土结构评估.
相关概念视频
Dynamic Modulus of Elasticity of Concrete
263
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...
263
Creep in Concrete
181
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...
181
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
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
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
Bonding and Strength of Aggregate
140
The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
140


