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POKLUDA, J. KONDO, Y. SLÁMEČKA, K. KOZÁK, V. HORNÍKOVÁ, J. ŠANDERA, P.
Originální název
Microstructural Interpretation of Effective Fatigue Threshold of Structural Steel
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
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 2.2 MPa.m1/2 are practically identical. Total levels of the extrin-sic toughening induced by the austenitic microstructure are rather low when compared to those identified in ferritic- and ferritic-austenitic steels.
Klíčová slova
Microstructure, Effective Fatigue Threshold, Structural Steel
Autoři
POKLUDA, J.; KONDO, Y.; SLÁMEČKA, K.; KOZÁK, V.; HORNÍKOVÁ, J.; ŠANDERA, P.
Rok RIV
2008
Vydáno
2. 9. 2008
Nakladatel
Vutium
Místo
Brno
ISBN
9781617823190
Kniha
Multilevel Approach to Fracture of Materials, Components and Structures (ECF17)
Edice
1
Číslo edice
Strany od
2216
Strany do
2219
Strany počet
4
BibTex
@inproceedings{BUT27176, author="Jaroslav {Pokluda} and Yoshiyuki {Kondo} and Karel {Slámečka} and Vladislav {Kozák} and Jana {Horníková} and Pavel {Šandera}", title="Microstructural Interpretation of Effective Fatigue Threshold of Structural Steel", booktitle="Multilevel Approach to Fracture of Materials, Components and Structures (ECF17)", year="2008", series="1", number="1", pages="2216--2219", publisher="Vutium", address="Brno", isbn="9781617823190" }