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  • In the case of plain strain conditions, the shear misfit of crack flanks causing the rough-ness-induced crack closure is determined by the asymmetry of configurations of crack-wake dislo-cations and by a low value of the size ratio SR (the plastic zone size/the characteristic microstruc-tural distance). The crack wake dislocations produce also the plasticity induced crack closure as a result of a near-tip mismatch perpendicular to crack flanks. These extrinsic shielding effects can be quantitatively estimated according to recently published theoretical concepts [1-3] that were ap-plied to the austenitic steel of Japan provenience in the threshold region of fatigue crack propaga-tion. Related fatigue experiments were based on a standard load shedding technique associated with monitoring of the crack closure level. The surface roughness was analysed by means of the optical chromatography that enables a 3D reconstruction of fracture morphology. Calculated and measured effective threshold values of about
  • In the case of plain strain conditions, the shear misfit of crack flanks causing the rough-ness-induced crack closure is determined by the asymmetry of configurations of crack-wake dislo-cations and by a low value of the size ratio SR (the plastic zone size/the characteristic microstruc-tural distance). The crack wake dislocations produce also the plasticity induced crack closure as a result of a near-tip mismatch perpendicular to crack flanks. These extrinsic shielding effects can be quantitatively estimated according to recently published theoretical concepts [1-3] that were ap-plied to the austenitic steel of Japan provenience in the threshold region of fatigue crack propaga-tion. Related fatigue experiments were based on a standard load shedding technique associated with monitoring of the crack closure level. The surface roughness was analysed by means of the optical chromatography that enables a 3D reconstruction of fracture morphology. Calculated and measured effective threshold values of about (en)
Title
  • Microstructural Interpretation of Effective Fatigue Threshold of Structural Steel
  • Microstructural Interpretation of Effective Fatigue Threshold of Structural Steel (en)
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  • Microstructural Interpretation of Effective Fatigue Threshold of Structural Steel
  • Microstructural Interpretation of Effective Fatigue Threshold of Structural Steel (en)
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  • RIV/00216305:26210/08:PU75869!RIV10-MSM-26210___
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  • Z(MSM0021630518)
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  • 379340
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  • RIV/00216305:26210/08:PU75869
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  • Microstructure, Effective Fatigue Threshold, Structural Steel (en)
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  • [611D599AFD24]
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  • Brno
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  • Brno
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  • Multilevel Approach to Fracture of Materials, Components and Structures (ECF17)
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  • Pokluda, Jaroslav
  • Slámečka, Karel
  • Horníková, Jana
  • Šandera, Pavel
  • Kozák, Vladislav
  • Kondo, Yoshiyuki
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  • Vysoké učení technické v Brně. Nakladatelství VUTIUM
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  • 978-80-214-3692-3
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  • 26210
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