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Related Concept Videos

Design Example: Joints in Concrete Pavements01:28

Design Example: Joints in Concrete Pavements

486
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...
486
Lumber Defects01:23

Lumber Defects

476
Lumber defects, which can affect both the appearance and structural integrity of wood, include a variety of growth and manufacturing flaws. Growth defects such as knots and knotholes occur where branches were once attached to the tree trunk, with knotholes forming when these knots fall out. Other natural defects include decay and insect damage, which compromise the wood's strength and durability.
Shakes are minor fractures that run along or across the wood's annual rings, while wane is...
476
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

501
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...
501
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

476
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.
476
Dynamic Modulus of Elasticity of Concrete01:16

Dynamic Modulus of Elasticity of Concrete

943
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 a...
943
Boundary Conditions: Lossless Lines01:21

Boundary Conditions: Lossless Lines

425
Consider a single-phase, two-wire, lossless transmission line terminated by an impedance at the receiving end and a source with Thevenin voltage and impedance at the sending end. The line, with length, has a surge impedance and wave velocity determined by the line's inductance and capacitance.
At the receiving end, the boundary condition states that the voltage equals the product of the receiving-end impedance and current. This relationship is expressed as a function of the incident and...
425

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YOLO11-WLBS: an efficient model for pavement defect detection.

Junqi Lin1, Pinxin Wang2, Yunkai Ruan3

  • 1College of Transportation and Civil Engineering, Fujian Agriculture and Forestry University, Fuzhou, 350002, China.

Scientific Reports
|January 16, 2026
PubMed
Summary
This summary is machine-generated.

This study introduces YOLO11-WLBS, an enhanced lightweight model for intelligent pavement defect detection. It significantly improves accuracy and efficiency, offering a robust solution for real-time infrastructure monitoring.

Keywords:
Detection precisionGeneralizationLightweight performancePavement defect detectionYOLO11

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Area of Science:

  • Computer Vision
  • Artificial Intelligence
  • Road Infrastructure Engineering

Background:

  • Pavement defects critically impact traffic safety, durability, and operational efficiency.
  • Accurate and real-time identification of these defects is essential for effective management.

Purpose of the Study:

  • To develop an enhanced lightweight model for accurate and real-time pavement defect detection.
  • To improve upon existing detection frameworks by integrating novel modules.

Main Methods:

  • Integration of four improved modules: Wavelet Transform Convolution, Lightweight Adaptive Extraction, Bidirectional Feature Pyramid Network, and Simple Attention into the YOLO11 framework.
  • Utilized ablation experiments to validate the contribution of each module.
  • Evaluated model performance using precision, recall, F1-score, and mean Average Precision (mAP).

Main Results:

  • The YOLO11-WLBS model achieved high performance metrics: precision (0.947), recall (0.895), F1-score (0.895), mAP@0.5 (0.944), and mAP@0.5-0.95 (0.703).
  • Demonstrated significant improvements over the baseline YOLO11, including a 6.4% increase in precision and a 15.8% increase in recall.
  • Reduced model parameters by 25.5% while enhancing detection accuracy and efficiency.
  • Showcased robust performance under challenging conditions (extreme lighting, blurring) and strong cross-dataset generalization.

Conclusions:

  • YOLO11-WLBS offers an efficient and robust solution for intelligent pavement defect detection.
  • The model's lightweight nature and high accuracy make it suitable for real-time deployment on edge devices.
  • Presents practical potential for pavement maintenance and infrastructure monitoring systems.