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Related Concept Videos

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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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Impact loading occurs when a moving object collides with a stationary structure, such as a rod with a uniform cross-sectional area fixed at one end. Under these conditions, the rod absorbs the kinetic energy from the striking object, leading to deformation and subsequent stress development. As the rod returns to its original position and reaches maximum stress, the absorbed energy, initially manifested as kinetic energy, transforms entirely into strain energy.
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Updated: Sep 17, 2025

Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method
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A Macro-meso damage coupling rock mass damage model based on improved internal crack analysis.

Haian Liang1, Miao He1, Hongliang Zhao1

  • 1School of Civil and Architectural Engineering, East China University of Technology, Nanchang, Jiangxi, China.

Plos One
|June 30, 2025
PubMed
Summary

A new rock damage constitutive model integrates macroscopic and microscopic damage, accurately predicting jointed rock failure. This model enhances understanding of rock mechanics and material properties under stress.

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Area of Science:

  • Geotechnical Engineering
  • Rock Mechanics
  • Materials Science

Background:

  • Geological factors create rock defects like joints, degrading mechanical properties.
  • Understanding jointed rock deformation and failure is crucial for engineering applications.

Purpose of the Study:

  • To develop a rock damage constitutive model incorporating geometric and mechanical joint properties.
  • To combine macroscopic and microscopic damage analysis for a comprehensive model.

Main Methods:

  • Utilized damage mechanics principles and the Lemaitre strain equivalence hypothesis.
  • Developed a constitutive model accounting for both macro and micro-scale rock damage.
  • Validated the model using uniaxial compression tests on jointed clay-like rock.

Main Results:

  • The model accurately reflects rock failure processes and aligns with experimental data.
  • Model parameters m and F₀ quantify jointed rock brittleness and average strength, respectively.
  • The combined analysis approach is effective in representing rock mechanical behavior.

Conclusions:

  • The proposed damage constitutive model provides clear physical significance for jointed rocks.
  • The model successfully captures the mechanical behavior and failure mechanisms of rocks.
  • Experimental validation confirms the model's accuracy and applicability.