根据新的多阶段YOLOV10-ViT框架改进混凝土裂分类
Ali Mahmoud Mayya1, Nizar Faisal Alkayem2
1Computer and Automatic Control Engineering Department, Faculty of Mechanical and Electrical Engineering, Tishreen University, Lattakia 2230, Syria.
Sensors (Basel, Switzerland)
|January 8, 2025
概括
本研究介绍了一种新的多阶段深度学习框架,使用YOLOV10和视觉变压器 (ViT) 进行早期混凝土裂检测和分类. 先进的模型准确地识别了裂类型,有助于防止结构崩.
科学领域:
- 土木工程 土木工程是指土木工程.
- 计算机视觉 计算机视觉
- 人工智能的人工智能
背景情况:
- 传统的混凝土裂检测是劳动密集型和耗时的.
- 基于视觉的深度学习为结构健康监测提供了高效的自动化解决方案.
- 早期识别混凝土裂对于防止结构故障至关重要.
研究的目的:
- 开发和评估一种新的多阶段深度学习框架,用于混凝土裂检测和多类类型分类.
- 为了提高识别正常,简单裂和多分支裂类型的准确性和效率.
- 提供一个自动化系统,用于预警混凝土潜在的结构变形.
主要方法:
- 一个多阶段的框架,将YOLOV10用于缺陷区域检测和修改的视觉变压器 (ViT) 用于裂分类.
- 培训YOLOV10在1116个具体图像和边界框的数据集上.
- 在12,000张图像数据集上训练ViT模型,用于分类三个裂类型 (正常,简单,多分支).
主要成果:
- 拟议的多阶段YOLOV10-ViT模型实现了90.67%的精度,90.03%的回忆,以及裂纹类型分类的90.34%F1得分.
- 多阶段框架显著优于单个ViT模型,在回忆中显示了高达19.99%的改进.
- 该模型在检测和分类各种混凝土裂类型方面表现出高度准确性.
结论:
- 开发的多阶段深度学习框架为混凝土裂检测和分类提供了高度准确和高效的解决方案.
- 这个YOLOV10-ViT模型可以集成到建筑系统中,用于实时结构健康监测和早期预警.
- 这些发现有助于推进土木工程和结构维护中的自动化检查技术.
更多相关视频
04:58Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation
Published on: January 6, 2023
2.1K
09:00Visualization of Failure and the Associated Grain-Scale Mechanical Behavior of Granular Soils under Shear using Synchrotron X-Ray Micro-Tomography
Published on: September 29, 2019
13.3K
相关概念视频
01:28Types of Non-structural Cracks in Concrete
124
Non-structural cracks are primarily of three types: plastic, early-age thermal, and drying shrinkage cracks. Plastic cracks are further classified into plastic shrinkage cracks and plastic settlement cracks.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
124
01:20Microcracking in Concrete
100
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...
100
01:20Structural Classification of Joints
3.2K
Joints, also known as articulations, are classified based on their structural characteristics, i.e., based on whether the articulating surfaces of the adjacent bones are directly connected by fibrous connective tissue or cartilage, or whether the articulating surfaces contact each other within a fluid-filled joint cavity. These differences serve to divide the joints of the body into three structural classifications.
A fibrous joint is where the adjacent bones are united by fibrous connective...
A fibrous joint is where the adjacent bones are united by fibrous connective...
3.2K
01:12Non-destructive Tests for Concrete Strength
107
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...
107
01:29Aggregates Classification
301
Aggregate classification is generally based on its size, petrographic characteristics, weight, and source. Size classification ranges from coarse to fine aggregates, defined by the size of the particles. Coarse aggregates are particles that do not pass through ASTM sieve No. 4, and aggregates that pass through the sieve are fine aggregates.
Petrographic classification groups aggregates based on common mineralogical characteristics. Some of the common mineral groups found in aggregates are...
Petrographic classification groups aggregates based on common mineralogical characteristics. Some of the common mineral groups found in aggregates are...
301
01:25Workability of Concrete
95
The workability of concrete is a crucial property that affects its handling, placing, and finishing during construction. It describes the ease with which concrete can be mixed, placed, compacted, and finished. Workability is primarily concerned with the concrete's movement and its ability to resist internal friction and external resistance from molds and reinforcements during the application process.
Concrete's workability is determined by its resistance to internal forces that arise...
Concrete's workability is determined by its resistance to internal forces that arise...
95