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author:

Dang, Hengyao (Dang, Hengyao.) [1] | Liang, Anrui (Liang, Anrui.) [2] | Feng, Ran (Feng, Ran.) [3] | Zhang, Jingzhou (Zhang, Jingzhou.) [4] | Yu, Xin (Yu, Xin.) [5] | Shao, Yongbo (Shao, Yongbo.) [6]

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EI

Abstract:

This paper presents experimental studies on the mechanical properties and low-cycle fatigue behaviour of corroded austenitic stainless steel (3 0 4) and ferritic stainless steel (4 3 0). Tensile and low-cycle fatigue tests are conducted on 28 specimens. The corrosion process of the specimens is finished by using salt spray and dry/wet cycle tests. In the tensile tests, the key parameters of the constitutive model proposed by both Rasmussen and Gardner were obtained for austenitic stainless steel (3 0 4) and ferritic stainless steel (4 3 0). In the low-cycle fatigue test, the relationships of the stress amplitude and fatigue life of the specimens were obtained. The relationships of the mass loss, corrosion rate and cross-sectional area loss with the corrosion time are established. The influences of corrosion pits and fatigue cracks on the low-cycle fatigue behaviour of these two materials are studied through both macro and micro fracture morphology analysis. It is found that compared with the salt spray, the dry/wet cycle condition causes more degradation on the strength and fatigue life of the ferritic stainless steel (4 3 0). The stress concentration and notch effect of corrosion pits are the main reasons for the degradation in fatigue life of ferritic stainless steel (4 3 0). Moreover, current codes Eurocode 3 (EC3), Australian Standard (AS), BSI Standard (BSI) and DNV Standard (DNV) could not provide accurate fatigue life assessment for these two materials after salt spray and dry/wet cycle corrosions. © 2022 Elsevier Ltd

Keyword:

Atmospheric corrosion Austenitic stainless steel Corrosion fatigue Corrosion rate Fatigue testing Ferrite Ferritic stainless steel Low-cycle fatigue Pitting Seawater corrosion Steel corrosion Tensile testing

Community:

  • [ 1 ] [Dang, Hengyao]Luoyang Ship Material Research Institute, Luoyang; 471023, China
  • [ 2 ] [Liang, Anrui]School of Civil and Environmental Engineering, Harbin Institute of Technology, Shenzhen; 518055, China
  • [ 3 ] [Feng, Ran]School of Civil and Environmental Engineering, Harbin Institute of Technology, Shenzhen; 518055, China
  • [ 4 ] [Zhang, Jingzhou]School of Civil Engineering, Guangzhou University, Guangzhou; 510006, China
  • [ 5 ] [Yu, Xin]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 6 ] [Shao, Yongbo]School of Civil Engineering and Geomatics, Southwest Petroleum University, Chengdu; 610500, China

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Source :

International Journal of Fatigue

ISSN: 0142-1123

Year: 2022

Volume: 165

6 . 0

JCR@2022

5 . 7 0 0

JCR@2023

ESI HC Threshold:91

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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