Crack Nucleation from a Disclination Defect MAE08 Andre Lim Bu - - PowerPoint PPT Presentation

crack nucleation from a disclination defect
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Crack Nucleation from a Disclination Defect MAE08 Andre Lim Bu - - PowerPoint PPT Presentation

Crack Nucleation from a Disclination Defect MAE08 Andre Lim Bu Yun Assoc. Prof Wu Mao See I N T R O D U C T I O N Rationale Microstructural analyses have contributed to ongoing advancements in engineering materials Direct contributions to


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Crack Nucleation from a Disclination Defect

MAE08 Andre Lim Bu Yun

  • Assoc. Prof Wu Mao See
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Microstructural analyses have contributed to ongoing advancements in engineering materials

Rationale

I N T R O D U C T I O N

Direct contributions to quality control and increasing service life and performance when incorporated into practical structural design

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The structures of engineering materials often relate to arrangements of internal components Defects and imperfections are responsible for many resulting physical, chemical properties Characterisation is therefore, important in determining overall structural integrity

Rationale

I N T R O D U C T I O N

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A wedge disclination coincides perpendicularly with the centre of a homogenous, isotropic circle, an approximation for the complex geometry of each grain. It is intuitively visualised as the insertion or removal of a wedge or sector of material into or from the circle, glued perfectly in place such that rejoined surfaces cannot be identified, giving rise to an internally-strained body with a negative or positive disclination respectively, when external forces are removed

Wedge disclination

I N T R O D U C T I O N

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A disclination defect possesses a singular stress field and under such large internal stresses within the grain, a pure Zener crack, wedged open at one end with a crack head

  • pening displacement, may emanate. On a larger scale,

accumulation of such cracks within grains in polycrystalline aggregates may compromise the integrity of the overall structure, potentially resulting in structural failure and collapse

Wedge disclination

I N T R O D U C T I O N

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Investigate how Zener crack nucleation from the single negative wedge disclination defect depends

  • n grain radius,

disclination strength and surface energy of the material making up the grain Compute energies of the 2 possible states within a grain

  • f a polycrystalline aggregate,

with only a single negative wedge disclination defect and with nucleation of a pure Zener crack from the singular negative wedge disclination defect

Objectives

MAE08

I N T R O D U C T I O N

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Definition of terms involved in the problem and outline of research direction

Formulation of problem

.01

Calculations of required expressions with substitution of various material constants of a series of common metals

Determining energy solutions for different metals

.03

Calculations of required expressions to determine the crack nucleation criterion founded on the basis of energetic favourability

Determining energy solutions

.02

Investigating the dependence of the crack nucleation criterion and Zener crack characteristics on various parameters: the disclination power, the grain radius, as well as the surface energy of the material making up the grain

Parametric study

.04

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8

Diagram (Grain)

A Zener crack of length 2l and crack head

  • pening bT nucleated from the singular negative

wedge disclination defect of strength ω, in a circular grain of radius R

F O R M U L AT I O N O F P R O B L E M

Diagram (Element)

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Defining energy terms

F O R M U L AT I O N O F P R O B L E M

if Ec - Ei < 0

Crack nucleation occurs due to energetic favourability (a lower energy state is preferred)

if Ec - Ei > 0

Crack nucleation does not occur due to energetic favourability (a lower energy state is preferred)

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Zener crack opening displacement Work done to nucleate Zener crack

Formulation of expressions

F O R M U L AT I O N O F P R O B L E M

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Formulation of expressions

F O R M U L AT I O N O F P R O B L E M

Work done to nucleate Zener crack

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Expression for the total elastic energy of the cracked grain is differentiated with respect to bT and derivative is set equal to 0 to obtain , which is substituted into the expression for the total elastic energy. Obtaining the second partial derivative of Ec with respect to bT gives: > 0, , indicating that the energy of the cracked grain is at a minimum and the crack head

  • pening displacement is stable. The expression for the total elastic energy is

differentiated with respect to l and the derivative is plotted against l. The roots, which indicate stable and unstable lengths of possible cracks, are found and the values for l are substituted into Ec - Ei, which if < 0, indicates that crack nucleation occurs due to energetic favourability

Formulation of expressions

F O R M U L AT I O N O F P R O B L E M

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Energy solutions for different metals

Poisson’s ratio Reference parameter values Surface energy Shear modulus

MAE08

1 2 3 4

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Parametric study

To better elucidate crack nucleation mechanisms, a parametric study is conducted, in which three groups of parameters can be identified, the material parameters, 𝛿, μ, ν, D, the geometrical parameter R, and the loading parameter ω

ω is varied from 0.1° to 1°

Disclination Power

R is varied from 10-3 m to 10-6 m

Grain Radius

𝛿 is varied from 0.10 J/m2 to 5.00 J/m2

Surface Energy

A B C

PARAMETERS

Reference parameter values are those of beryllium, R=10-3 m, and ω=-1°

MAE08

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Energy solutions for different common metals

R E S U L T S

An immediate impression upon plotting is that the graphs of the stable crack length solutions, energetically favourable and unfavourable, are the vertical reverse of the unstable crack length solutions, energetically favourable and unfavourable,

F I G . 1

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Disclination Power

R E S U L T S

  • Fig. 2: Stable, favourable crack length against disclination power, ω,

where ωcritical = 0.120°, determined to 3 decimal places

  • Fig. 3: Unstable, favourable crack length against disclination power, ω,

where ωcritical = 0.120°, determined to 3 decimal places,

MAE08

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Disclination Power

R E S U L T S

  • Fig. 4: Crack head opening displacement of stable cracks against

disclination power, ω, where ωcritical = 0.120°, determined to 3 decimal places

  • Fig. 5: Crack head opening displacement of unstable cracks against

disclination power, ω, where ωcritical = 0.120°, determined to 3 decimal places

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Grain Radius

R E S U L T S

  • Fig. 6: Stable, favourable crack length against lgR, where

Rcritical = 10-4.9 m, determined to 1 decimal place

  • Fig. 7: Unstable, favourable crack length against lgR, where

Rcritical = 10-4.9 m, determined to 1 decimal place

MAE08

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Grain Radius

R E S U L T S

  • Fig. 8: Crack head opening displacements of stable cracks

against lgR, where Rcritical = 10-4.9 m, determined to 1 decimal place

  • Fig. 9: Crack head opening displacements of unstable

cracks against lgR, where Rcritical = 10-4.9 m, determined to 1 decimal place

MAE08

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Surface Energy

R E S U L T S

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Fig.10: Stable, favourable crack length against surface energy, 𝛿

  • Fig. 11: Unstable, favourable crack length against surface energy, 𝛿
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Surface Energy

R E S U L T S

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  • Fig. 12: Stable crack head opening displacements against surface energy, 𝛿
  • Fig. 13: Unstable crack head opening displacements against surface energy, 𝛿
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Advantages

Compared to previous studies taking the viewpoint of classical mechanics, the energy analysis presents a much less computationally intensive method for predicting crack nucleation The energy analysis method can also be agreed

  • n generally, since a lower energy state is

always preferred in natural systems Results have been consistent with findings derived from the mechanical approach

C O N C L U S I O N

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Limitations

However, effect of grain surface stresses and traction on the possibility of composite Zener- Griffith crack nucleation from the disclination is not accounted for. Nevertheless, there is much potential in providing applicability to the real-life modelling of polycrystalline aggregates as a successful approach to predicting the potentiality

  • f Zener crack nucleation from a single wedge

disclination, and the equilibrium crack length and crack head opening displacement, is developed

C O N C L U S I O N

It is worth noting that in cases when crack nucleation is not energetically favourable, structural integrity is not guaranteed, for nucleation of other defects such as dislocations might be favourable, and these are not considered in the present study

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Thank You

E N D

I would like to thank my mentor, Assoc Prof Wu Mao See at the School of Mechanical and Aerospace Engineering for his patience and guidance throughout this project. I would also like to thank Nanyang Technological University for this opportunity to work on a research project under the Nanyang Research

  • Programme. I am also grateful to my understanding

parents and teachers for accomodating my busy

  • schedule. Last but not least, I would like to thank Mr

Low Kay Siang, NRP coordinator for HCI, for assisting me in many administrative matters and also for his concern and advice throughout this research journey. _____________