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In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
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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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Deformation occurs in axial and transverse directions when an axial load is applied to a slender bar. This deformation impacts the cubic element within the bar, transforming it into either a rectangular parallelepiped or a rhombus, contingent on its orientation. This transformation process induces shearing strain. Axial loading elicits both shearing and normal strains. Applying an axial load instigates equal normal and shearing stresses on elements oriented at a 45° angle to the load axis.
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Combining H-Adaptivity with the Element Splitting Method for Crack Simulation in Large Structures.

Shi Song1, Moritz Braun1, Bjarne Wiegard1

  • 1Institute for Ship Structural Design and Analysis, Am Schwarzenberg Campus 4 c, Hamburg University of Technology, 21073 Hamburg, Germany.

Materials (Basel, Switzerland)
|January 11, 2022
PubMed
Summary

H-adaptive element splitting (h-AES) refines meshes for crack simulation in large structures. This method avoids element deletion issues, improving accuracy and reducing computational costs for fatigue and accidental load scenarios.

Keywords:
crack propagationedge separationfinite element methodfracture mechanicsh-AES methodinterelement methodlinear elastic fracture mechanicsmesh refinementmesh strategynumerical crack

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Area of Science:

  • Computational mechanics
  • Fracture mechanics
  • Numerical simulation

Background:

  • H-adaptivity refines meshes for crack propagation simulation in finite element method (FEM).
  • Element deletion is common for crack representation but causes mesh dependency and mass/energy loss.
  • Element splitting offers an alternative to mitigate drawbacks of element deletion.

Purpose of the Study:

  • Introduce and apply the 'h-adaptive element splitting' (h-AES) numerical method.
  • Combine h-adaptivity with element splitting for enhanced crack simulation.
  • Demonstrate h-AES for simulating cracks in large structures under linear-elastic conditions.

Main Methods:

  • Developed the h-adaptive element splitting (h-AES) method.
  • Integrated h-AES into FEM programs, combining h-adaptivity and element splitting.
  • Applied h-AES to simulate crack propagation in large structures using linear-elastic fracture mechanics.

Main Results:

  • H-AES successfully introduces local mesh refinement in large-scale models with coarse meshes.
  • The method reduces computational resource requirements.
  • Small cracks in large structures are accurately represented without element deletion.

Conclusions:

  • H-AES is an effective numerical tool for simulating crack propagation in large structures.
  • The method overcomes limitations of element deletion, enhancing accuracy and efficiency.
  • H-AES provides a robust approach for analyzing fatigue and accidental load scenarios in engineering applications.