TIME DEPENDENT FRACTURE IN VISCOELASTIC AND DUCTILE SOLIDS

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*TIME DEPENDENT FRACTURE IN VISCO-ELASTIC AND DUCTILE SOLIDS Structured Cohesive Zone Crack Model Michael

*TIME DEPENDENT FRACTURE IN VISCO-ELASTIC AND DUCTILE SOLIDS Structured Cohesive Zone Crack Model Michael P Wnuk College of Engineering and Applied Science University of Wisconsin - Milwaukee

Preliminary Propagation of Crack in Visco-elastic or Ductile Solid

Preliminary Propagation of Crack in Visco-elastic or Ductile Solid

Constitutive Equations of Linear Visco-elastic Solid

Constitutive Equations of Linear Visco-elastic Solid

Wnuk-Knauss equation for the Incubation Phase Mueller-Knauss-Schapery equation for the Propagation Phase

Wnuk-Knauss equation for the Incubation Phase Mueller-Knauss-Schapery equation for the Propagation Phase

* 1 = E 1/E 2 2 – relaxation time

* 1 = E 1/E 2 2 – relaxation time

Creep Compliance for Standard Linear Solid

Creep Compliance for Standard Linear Solid

Solution of Wnuk-Knauss Equation for Standard Linear Solid

Solution of Wnuk-Knauss Equation for Standard Linear Solid

Range of Validity of Crack Motion Phenomenon 1 = E 1/E 2

Range of Validity of Crack Motion Phenomenon 1 = E 1/E 2

Solution of Mueller-Knauss-Schapery equation for a Moving Crack in SLS x = a/a 0

Solution of Mueller-Knauss-Schapery equation for a Moving Crack in SLS x = a/a 0 = t/ 2

Crack Motion in Visco-elastic Solid x = a/a 0 = /a 0 t =

Crack Motion in Visco-elastic Solid x = a/a 0 = /a 0 t = /a = t/ 2 a = da/dt

n=8. 16 t 1=1. 26τ2 1. 5 n=6. 25 t 1=0. 744τ2 1. 0

n=8. 16 t 1=1. 26τ2 1. 5 n=6. 25 t 1=0. 744τ2 1. 0 NONDIMENTIONAL CRACK LENGTH, x=a/ao * n=4 t 1=0. 375τ2 0. 5 NONDIMENSIONAL TIME IN UNITS OF (τ2) n=6. 25 t 2=0. 720τ2/δ 6 5 n=8. 16 t 2=1. 232τ2/δ n=4 t 2=0. 277τ2/δ 4 3 2 1 0 0. 5 1. 0 NONDIMENSIONAL TIME IN UNITS OF (τ2/δ) 1. 5

Critical Time / Life Time t 1 = incubation time t 2 = propagation

Critical Time / Life Time t 1 = incubation time t 2 = propagation time = /a 0 n = ( G/ 0)2 1 = E 1/E 2

Material Parameters: • Process Zone Size • Length of Cohesive Zone at Onset of

Material Parameters: • Process Zone Size • Length of Cohesive Zone at Onset of Crack Growth Rini Material Ductility Profile of the Cohesive Zone (R << a)

Wnuk’s Criterion for Subcritical Crack Growth in Ductile Solids

Wnuk’s Criterion for Subcritical Crack Growth in Ductile Solids

Governing Differential Equation

Governing Differential Equation

Wnuk-Rice-Sorensen Equation for Slow Crack Growth in Ductile Solids

Wnuk-Rice-Sorensen Equation for Slow Crack Growth in Ductile Solids

Necessary Conditions Determining Nature of Crack Propagation d. R/da > 0, stable crack growth

Necessary Conditions Determining Nature of Crack Propagation d. R/da > 0, stable crack growth d. R/da < 0, catastrophic crack growth d. R/da = 0, Griffith case

Auxiliary Relations

Auxiliary Relations

Terminal Instability Point =

Terminal Instability Point =

Rough Crack Described by Fractal Geometry Solution of Khezrzadeh, Wnuk and Yavari (2011)

Rough Crack Described by Fractal Geometry Solution of Khezrzadeh, Wnuk and Yavari (2011)

Governing Differential Equation for Stable Growth of Fractal Crack a = (2 -D)/2 D

Governing Differential Equation for Stable Growth of Fractal Crack a = (2 -D)/2 D – fractal dimension

* More research is needed in the nano range of fracture and deformation example:

* More research is needed in the nano range of fracture and deformation example: fatigue due to short cracks