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Related Concept Videos

Residual Stresses in Circular Shafts01:10

Residual Stresses in Circular Shafts

226
In materials that exhibit elastic and plastic behavior, known as elastoplastic materials, residual stresses can accumulate when these materials experience plastic deformation. This deformation arises from either high levels of shearing stress or significant strains. Residual stresses are internal stresses that persist within a material after removing the external force causing deformation. This phenomenon is demonstrated when observing the behavior of a shaft under torque; notably, the...
226
Residual Stresses in Bending01:18

Residual Stresses in Bending

241
In the study of elastoplastic members subjected to bending moments, understanding the loading and unloading phases is crucial for assessing material behavior and structural integrity. During the loading phase, as the bending moment increases, the material initially responds elastically, adhering to Hooke's Law, where stress is directly proportional to strain. When the load exceeds the yield strength, plastic deformation occurs, resulting in permanent strain and deformation that remains even...
241
Stress: General Loading Conditions01:15

Stress: General Loading Conditions

367
To grasp the intricacy of real-world conditions where multiple loads are applied simultaneously to a structure, one might visualize a section passing through a specific point within a body, aligned parallel to the xy plane. This section is subjected to various forces, including original loads, normal forces, and shearing forces.
The shearing force, possessing potential directionality within the plane of the section, is simplified into two component forces running parallel to the x and y axes....
367
Residual Stresses01:26

Residual Stresses

268
Residual stresses reside in a structure even after removing the original stress inducer. This phenomenon often arises from varied plastic deformations across different parts of a structure. Consider a rod stretched beyond its yield point. It will not regain its original length due to permanent deformation. Even after load removal, the rod does not entirely lose stress because of uneven plastic deformations, resulting in residual stresses. The computation of these stresses in structures is...
268
Applications of Stress01:04

Applications of Stress

393
Consider a structure made of a boom and a rod designed to support a load. These two components are connected by a pin and stabilized by brackets and pins. The boom and the rod are detached from their supports to assess the different stresses imposed on this structure, and a free-body diagram is drawn. Then, all the forces applied, including the load acting on the structure, are identified. The reaction forces exerted on both the boom and the rod are computed using the equilibrium equations.
The...
393
Stresses under Combined Loadings01:23

Stresses under Combined Loadings

222
When analyzing a bent tube with a circular cross-section subjected to multiple forces, it is crucial to determine the stress distribution in order to maintain structural integrity under varied load conditions.
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
222

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Intermediate Strain Rate Material Characterization with Digital Image Correlation
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Methodology for Mapping the Residual Stress Field in Serviced Rails Using LCR Waves.

Young-In Hwang1, Hyosung Lee1,2, Yong-Il Kim1,3

  • 1Non-destructive Evaluation Team, Safety Measurement Institute, Korea Research Institute of Standards and Science, 267 Gajeong-ro, Yuseong-gu, 34113 Daejeon, Republic of Korea.

Journal of Nondestructive Evaluation
|September 13, 2022
PubMed
Summary
This summary is machine-generated.

Non-destructive ultrasonic testing using critically refracted longitudinal (LCR) waves accurately measures residual stress in rails. This technique visualizes stress distribution through the rail

Keywords:
Acoustoelastic effectCritically refracted longitudinal (LCR) waveNon-destructive evaluation (NDE)Railroad railResidual stress mappingUltrasonic testing (UT)Wheel-rail rolling contact

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Area of Science:

  • Materials Science
  • Non-Destructive Evaluation
  • Acoustics

Background:

  • Ultrasonic testing relies on the acoustoelastic modulus, linking material stress to sound wave velocity.
  • Critically refracted longitudinal (LCR) waves are ideal for stress measurement due to significant travel time changes with stress.
  • Frequency-dependent penetration depth of LCR waves allows for through-thickness stress distribution analysis.

Purpose of the Study:

  • To visualize internal and residual stress distribution through the thickness of railroad rails.
  • To apply LCR wave technology for accurate residual stress measurement in rails.

Main Methods:

  • Designed and manufactured LCR probes with varying center frequencies.
  • Collected ultrasonic signals from unused and used railroad rails.
  • Mapped residual stress distributions through the rail thickness using received signals.

Main Results:

  • Successfully calculated depth-dependent residual stress values in railroad rails.
  • Visualized and analyzed differences in residual stress generation and distribution.
  • Demonstrated distinct stress patterns based on rail usage and operational conditions.

Conclusions:

  • Non-destructive evaluation using LCR waves effectively detects variations in rail residual stress.
  • This technique provides accurate measurement of residual stress in rails.
  • LCR wave analysis offers insights into stress characteristics influenced by train-rail interaction.