Jove
Visualize
Contact Us
JoVE
x logofacebook logolinkedin logoyoutube logo
ABOUT JoVE
OverviewLeadershipBlogJoVE Help Center
AUTHORS
Publishing ProcessEditorial BoardScope & PoliciesPeer ReviewFAQSubmit
LIBRARIANS
TestimonialsSubscriptionsAccessResourcesLibrary Advisory BoardFAQ
RESEARCH
JoVE JournalMethods CollectionsJoVE Encyclopedia of ExperimentsArchive
EDUCATION
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab ManualFaculty Resource CenterFaculty Site
Terms & Conditions of Use
Privacy Policy
Policies

Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

402
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...
402
Fatigue01:21

Fatigue

776
Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
776
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

432
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...
432
Fatigue Strength of Concrete01:22

Fatigue Strength of Concrete

495
Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
495

You might also read

Related Articles

Articles linked to this work by shared authors, journal, and citation graph.

Sort by
Same author

Combining H-Adaptivity with the Element Splitting Method for Crack Simulation in Large Structures.

Materials (Basel, Switzerland)·2022
Same author

Assessing the safety effects of cooperative intelligent transport systems: A bowtie analysis approach.

Accident; analysis and prevention·2016
See all related articles

Related Experiment Video

Updated: Jan 5, 2026

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

8.6K

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

Nils Friedrich1, Sören Ehlers2

  • 1Institute for Ship Structural Design and Analysis, Hamburg University of Technology (TUHH); nils.friedrich@tuhh.de.

Journal of Visualized Experiments : Jove
|October 15, 2019
PubMed
Summary

This study presents a digital image correlation (DIC) method for early crack detection in welded specimens during fatigue testing. The technique visualizes crack initiation and propagation on the surface, offering verifiable results for laboratory conditions.

More Related Videos

Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method
07:37

Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method

Published on: January 16, 2019

10.1K
Ultrasonic Fatigue Testing in the Tension-Compression Mode
06:54

Ultrasonic Fatigue Testing in the Tension-Compression Mode

Published on: March 7, 2018

11.1K

Related Experiment Videos

Last Updated: Jan 5, 2026

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

8.6K
Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method
07:37

Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method

Published on: January 16, 2019

10.1K
Ultrasonic Fatigue Testing in the Tension-Compression Mode
06:54

Ultrasonic Fatigue Testing in the Tension-Compression Mode

Published on: March 7, 2018

11.1K

Area of Science:

  • Materials Science
  • Mechanical Engineering
  • Non-destructive Testing

Background:

  • Fatigue testing is crucial for understanding material failure under cyclic loading.
  • Early detection of cracks in welded structures is vital for preventing catastrophic failure.
  • Current methods may lack the resolution or practicality for real-time, early-stage crack monitoring.

Purpose of the Study:

  • To introduce a practical and reproducible procedure for detecting and monitoring cracks in welded specimens during fatigue tests.
  • To utilize digital image correlation (DIC) for early identification of macroscopic cracks.
  • To track crack initiation and propagation throughout the fatigue testing process.

Main Methods:

  • Employing digital image correlation (DIC) for strain field measurements on welded specimens.
  • Acquiring images at fixed intervals during fatigue tests on resonance testing machines.
  • Analyzing computed strain fields to visualize elevated strains indicative of cracks.

Main Results:

  • Cracks become visible as areas of elevated strain in the DIC analysis.
  • The method allows for the monitoring of the entire specimen width to pinpoint crack initiation sites and timing.
  • Crack length development can be tracked from initiation to specimen rupture.

Conclusions:

  • The presented DIC procedure enables early detection and monitoring of surface-initiated cracks in welded specimens.
  • The method provides verifiable and comparable results due to image saving.
  • This technique offers direct visualization of macrocrack formation and propagation in laboratory fatigue tests.