一个新的卷积神经网络,用于增强路面裂检测的连续性
Jinhe Zhang1,2, Shangyu Sun3,4,5, Weidong Song2
1School of Geomatics, Liaoning Technical University, Fuxin, 123000, China.
Scientific reports
|December 5, 2024
概括
本研究介绍了CPCDNet,这是一个用于连续地板裂提取的新型网络. 该模型显著提高了在复杂的道路环境中裂检测的准确性和连续性.
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:
- 路面上的裂损害了道路结构的稳定性和安全性,需要准确的损害评估.
- 传统的卷积神经网络在精确的路面裂提取方面面临挑战,导致错过或错误的检测.
研究的目的:
- 开发一个网络,CPCDNet,用于连续的路面裂提取.
- 在复杂的环境中提高裂纹检测的连续性和准确性.
主要方法:
- 介绍CPCDNet,一种新的网络架构.
- 整合了裂纹对齐模块 (CAM) 来改善特征对齐.
- 利用加权边缘交叉损失函数 (WECEL) 来优先考虑裂纹边缘.
主要成果:
- CPCDNet获得了高的平均交叉与欧盟 (mIoU) 分数:CFD的77.71%,Crack500的80.36%,Deepcrack537的91.19%和Gaps384的71.16%.
- 与现有网络相比,拟议的方法在路面裂提取方面表现出优越的连续性和准确性.
结论:
- CPCDNet有效地解决了在路面裂检测中传统方法的局限性.
- 该模型的改进导致了更可靠的道路健康评估和改善道路安全.
相关概念视频
Design Example: Joints in Concrete Pavements
175
Concrete pavement joints are essential for maintaining the structural integrity and longevity of pavement by controlling where and how the pavement cracks. These joints can be categorized based on their functions, such as contraction or control joints, construction joints, isolation joints, and expansion joints.
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
175
Microcracking in Concrete
102
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...
102
Types of Non-structural Cracks in Concrete
126
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.
126
Abrasion Resistance of Concrete
106
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...
106
Mortar Joint Deterioration in Masonry
104
Mortar joint deterioration is a significant concern in masonry structures, with water accumulation in the joints leading to damage from freeze-thaw cycles. The repeated expansion of water during freezing and its melting during thawing develop and propagate cracks in the masonry joints. Eventually, this leads to the spalling of mortar from the joints, loosening masonry units and weakening the structure. The deteriorated mortar joints are also vulnerable to moisture intrusion into the walls.
The...
The...
104
Masonry Paving
249
The construction of masonry paving involves using materials such as bricks, stones, and concrete masonry units. These materials are chosen for their shape, color, strength, and resistance to abrasion and weathering. Masonry units can be installed dry on a thin layer of sand and a gravel base, or they can be embedded in mortar or asphalt on a concrete slab. For areas subjected to heavy vehicular loads, a rigid base layer of reinforced or unreinforced concrete is recommended. In contrast,...
249


