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Microcracking in Concrete01:20

Microcracking in Concrete

218
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...
218
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

251
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.
251
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

196
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...
196
Design Example: Joints in Concrete Pavements01:28

Design Example: Joints in Concrete Pavements

272
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...
272
Rolling Resistance: Problem Solving01:17

Rolling Resistance: Problem Solving

466
Rolling resistance, also known as rolling friction, is the force that resists the motion of a rolling object, such as a wheel, tire, or ball, when it moves over a surface. It is caused by the deformation of the object and the surface in contact with each other, as well as other factors like internal friction, hysteresis, and energy losses within the materials. Rolling resistance opposes the object's motion, requiring additional energy to overcome it and maintain movement. In practical...
466
Elastic Collisions: Case Study01:15

Elastic Collisions: Case Study

14.4K
Elastic collision of a system demands conservation of both momentum and kinetic energy. To solve problems involving one-dimensional elastic collisions between two objects, the equations for conservation of momentum and conservation of internal kinetic energy can be used. For the two objects, the sum of momentum before the collision equals the total momentum after the collision. An elastic collision conserves internal kinetic energy, and so the sum of kinetic energies before the collision equals...
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Related Experiment Video

Updated: Sep 19, 2025

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
05:30

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation

Published on: September 29, 2019

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Flexi-YOLO: A lightweight method for road crack detection in complex environments.

Jiexiang Yang1, Renjie Tian2, Zexing Zhou1

  • 1School of Information Science and Engineering, Chongqing Jiaotong University, Chongqing, China.

Plos One
|June 16, 2025
PubMed
Summary

This study introduces Flexi-YOLO, a novel lightweight model for accurate road crack detection. It significantly improves detection accuracy and robustness, meeting industrial demands for real-time applications.

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Last Updated: Sep 19, 2025

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Area of Science:

  • Computer Vision
  • Artificial Intelligence
  • Civil Engineering

Background:

  • Road crack detection is vital for infrastructure maintenance and public safety.
  • Complex backgrounds and crack patterns pose challenges for current detection methods.
  • Existing models often struggle with real-time, efficient, and accurate detection.

Purpose of the Study:

  • To propose a lightweight and robust model for efficient and accurate road crack detection.
  • To enhance the performance of object detection algorithms for infrastructure monitoring.
  • To address the limitations of current methods in handling complex crack features and environments.

Main Methods:

  • Developed Flexi-YOLO, a lightweight model based on the YOLOv8 algorithm.
  • Integrated Wise-IoU loss function for improved bounding box regression and sample robustness.
  • Incorporated DCNv-C2f module for adaptive feature transformation and fusion.
  • Utilized Global Attention Module (GAM) and AKConv for enhanced global and local feature perception.
  • Implemented a lightweight G-Head (Ghost-Head) detection head to reduce feature redundancy.

Main Results:

  • Flexi-YOLO achieved a 2.7% increase in accuracy and a 4.7% rise in recall over YOLOv8n.
  • mAP improved by 5.3% and mAP@0.5-0.95 by 3.9%.
  • Reduced GFLOPS by 0.5 and improved F1 score from 0.80 to 0.84.
  • Demonstrated enhanced robustness to low-quality samples and complex crack patterns.

Conclusions:

  • Flexi-YOLO provides a highly accurate and robust solution for automated road crack detection.
  • The model's lightweight design meets industrial requirements for real-time processing and cost-effectiveness.
  • This approach offers significant improvements for infrastructure maintenance and public safety applications.