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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

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...
Fatigue01:21

Fatigue

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

Types of Non-structural Cracks in Concrete

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.
Plastic...
Stress-Strain Diagram - Brittle Materials01:24

Stress-Strain Diagram - Brittle Materials

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...
Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
Thin-Walled Hollow Shafts01:15

Thin-Walled Hollow Shafts

In analyzing a thin-walled hollow shaft subjected to torsional loading, a segment with width dx is isolated for examination. Despite its equilibrium state, this segment faces torsional shearing forces at its ends. These forces are quantitatively described by the product of the longitudinal shearing stress on the segment's minor surface and the area of this surface, leading to the concept of shear flow. This shear flow is consistent throughout the structure, indicating a uniform distribution of...

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Updated: Jun 8, 2026

Performing Microscope-Mounted Y-Shaped Cutting Tests
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Published on: January 20, 2023

Dynamics of cracks in torn thin sheets.

Yossi Cohen1, Itamar Procaccia

  • 1Department of Chemical Physics, The Weizmann Institute of Science, Rehovot 76100, Israel.

Physical Review. E, Statistical, Nonlinear, and Soft Matter Physics
|September 28, 2010
PubMed
Summary

This study explores crack propagation in thin sheets, using a local symmetry principle to predict crack paths. Results show qualitative agreement with experimental findings on crack dynamics.

Area of Science:

  • Physics
  • Materials Science
  • Solid Mechanics

Background:

  • The behavior of cracks in thin sheets is crucial for understanding material failure.
  • While elasticity equations for thin plates are established, predicting crack path selection remains a challenge.

Purpose of the Study:

  • To investigate the dynamics of crack propagation in thin sheets.
  • To establish a criterion for crack path selection using a generalized principle of local symmetry.
  • To analyze the crack tip singularity under linear and nonlinear conditions.

Main Methods:

  • Application of a generalized principle of local symmetry for crack path selection.
  • Theoretical analysis of crack dynamics in thin elastic plates.
  • Investigation of crack tip singularity, considering nonlinear effects.

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

Published on: January 16, 2019

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Last Updated: Jun 8, 2026

Performing Microscope-Mounted Y-Shaped Cutting Tests
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Published on: January 20, 2023

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

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

Main Results:

  • A criterion for crack path selection was developed based on local symmetry.
  • The proposed criterion demonstrated qualitative agreement with experimental observations.
  • The study analyzed the nature of the singularity at the crack tip.

Conclusions:

  • The generalized principle of local symmetry offers a viable criterion for predicting crack paths in thin sheets.
  • The findings provide insights into the dynamics of crack propagation and tip singularity.
  • This research bridges theoretical elasticity with experimental observations in fracture mechanics.