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Crack Propagation Behaviour of Structural Steel in Extremely Low Cycle Fatigue Region

 Crack Propagation Behaviour of Structural Steel in Extremely Low Cycle Fatigue Region
Autor(en): , ,
Beitrag für IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015, veröffentlicht in , S. 418-419
DOI: 10.2749/222137815815775637
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Extremely low cycle fatigue, which is caused by large cyclic deformation with small number of loading repetition, is one of the main failure modes in steel structures during earthquake. Tn this stu...
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Bibliografische Angaben

Autor(en):


Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015
Veröffentlicht in:
Seite(n): 418-419 Anzahl der Seiten (im PDF): 6
Seite(n): 418-419
Anzahl der Seiten (im PDF): 6
Jahr: 2015
DOI: 10.2749/222137815815775637
Abstrakt:

Extremely low cycle fatigue, which is caused by large cyclic deformation with small number of loading repetition, is one of the main failure modes in steel structures during earthquake. Tn this study, crack propagation behaviour of structural steel in extremely low cycle fatigue region was evaluated based on a non-linear fracture mechanics parameter calculated by analyses. The results demonstrated that crack propagation rate in extremely low cycle fatigue region can be estimated by using cyclic J-integral.