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Related Concept Videos

Stress-Strain Diagram - Brittle Materials01:24

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Brittle materials, including glass, cast iron, and stone, exhibit unique characteristics. They fracture without considerable change in their elongation rate, indicating that their breaking and ultimate strength are equivalent. Such materials also show lower strain levels at the point of rupture. The failure in brittle materials predominantly results from normal stresses, as evidenced by the rupture created along a surface perpendicular to the applied load. These materials do not display...
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Stress-Strain Diagram - Ductile Materials01:24

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The stress-strain relationship in ductile materials such as structural steel or aluminium is intricate and progresses through several stages. When a specimen is loaded, it initially exhibits a linear length increase, depicted by a steep straight line on the stress-strain diagram. It indicates the material is elastically deforming and will return to its original shape once unloaded. However, when a critical stress value is reached, plastic deformation begins. This stage sees substantial...
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Fatigue01:21

Fatigue

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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...
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Microcracking in Concrete01:20

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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...
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Yield Criteria for Ductile Materials under Plane Stress

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In designing structural elements and machine parts using ductile materials, it is crucial to ensure that these components withstand applied stresses without yielding. Yielding is initially determined through a tensile test, which evaluates the material's response to uniaxial stress. However, tensile stress is insufficient when components face biaxial or plane stress conditions This condition requires advanced criteria to predict failure.
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Plastic Behavior

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A material's elastic behavior is characterized by the disappearance of stress once the load is removed, allowing the material to return to its original state. However, when stress surpasses the yield point, yielding commences, marking the onset of plastic deformation or permanent set. This change from elastic to plastic behavior is influenced by the peak stress value and the duration before the load is removed. An intriguing observation occurs when a specimen is loaded, unloaded, and...
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Related Experiment Video

Updated: Jul 14, 2025

Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method
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Microscopic defect dynamics during a brittle-to-ductile transition.

Hoagy O'Ghaffari1, Matěj Peč1, Tushar Mittal1

  • 1Department of Earth, Atmospheric and Planetary Sciences, Massachusetts Institute of Technology, Cambridge, MA 02139.

Proceedings of the National Academy of Sciences of the United States of America
|October 9, 2023
PubMed
Summary
This summary is machine-generated.

Researchers observed changes in acoustic emissions during laboratory experiments as marble transitioned from brittle to ductile deformation. This transition, marked by increased acoustic event frequency and altered signal patterns, offers insights into tectonic plate strength and earthquake cycles.

Keywords:
brittle–ductile transitionsdefect dynamicsrock deformationultrasound probes

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Area of Science:

  • Geophysics
  • Materials Science
  • Rock Mechanics

Background:

  • Material deformation involves microscopic defect propagation.
  • The brittle-to-ductile transition (BDT) is crucial for understanding tectonic plate strength, earthquake cycles, and geothermal resource utilization.
  • The BDT signifies a shift from fracturing to crystal-plastic deformation with increasing depth.

Purpose of the Study:

  • To investigate the microscale dynamics of rocks crossing the brittle-ductile transition.
  • To analyze acoustic emissions and waveform characteristics during deformation experiments.
  • To correlate acoustic signals with defect behavior and micromechanical models.

Main Methods:

  • Laboratory deformation experiments on marble at pressures from 10 to 200 MPa.
  • Monitoring and analysis of acoustic emissions (AE) during rock deformation.
  • Application of unsupervised learning to classify dominant AE waveform classes.
  • Microstructural observations for postmortem analysis.

Main Results:

  • A systematic increase in acoustic emission frequency was observed as rocks crossed the BDT.
  • Unsupervised learning identified distinct AE waveform classes whose relative activity changed with pressure.
  • Long-period signals were suppressed, and short-period, avalanche-like signals became dominant at higher pressures.
  • Complex mixed-mode events indicated frequent defect interactions.

Conclusions:

  • The study provides real-time microscale dynamics data across a broad pressure range.
  • Changes in AE frequency and waveform characteristics signal a profound shift in defect size and propagation velocity at the BDT.
  • The findings support the correlation of waveform classes with dominant defect types and inform micromechanical models for semi-brittle deformation.