Related Experiment Video
Updated: Jun 28, 2026

Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation
Published on: January 6, 2023
LCNet: balancing representation capacity and computational cost for concrete crack detection in complex backgrounds
Hang Zhao1, Yisong Zhou2, Ruichen Lu3
1School of Intelligent Construction, Xinyang University, Xinyang, 464000, China.
Abstract:
Concrete crack detection in complex backgrounds remains challenging due to severe visual interference and limited computational resources on edge devices. To address these issues, this study proposes a lightweight crack segmentation network (LCNet) for accurate and efficient crack detection in real-world bridge inspection scenarios. LCNet adopts an asymmetric channel scaling strategy to improve computational resource allocation across network layers and introduces a bottleneck enhancement module to strengthen feature representation while maintaining low computational cost. Extensive experiments conducted on a self-constructed bridge crack dataset demonstrate that LCNet outperforms several state-of-the-art methods, including DeepLabV3+, UNet, UNet++, and Swin-Unet. Specifically, LCNet achieves an mIoU of 87.51% and a Dice coefficient of 89.67%, with only 9.01 M parameters and 19.03 GFLOPs, demonstrating a superior balance between accuracy and efficiency. Qualitative results further show that LCNet effectively suppresses pseudo-texture interference, preserves crack continuity, and accurately captures complex crack topology under challenging conditions. In addition, experiments on real bridge inspection images validate its robustness and practical applicability in engineering scenarios. Overall, LCNet achieves a favorable trade-off between segmentation accuracy and computational efficiency, demonstrating strong potential for UAV- and edge-device-based structural health monitoring applications.
Related Concept Videos
Microcracking in Concrete
Difference from Background: Limit of Detection
The LOD indicates the presence or absence...
Types of Non-structural Cracks in Concrete
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...
Non-destructive Tests for Concrete Strength
Dynamic Modulus of Elasticity of Concrete
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 a...
Behavior of Concrete Under Compressive Load
As the concrete specimen fractures under...
