Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Failure Analysis of Materials and Structures Vol. 16, No. 62 (2022)

Numerical simulation of creep notched bar of P91 steel

Author and affiliation details
  • Norhaida Ab Razak Corresponding author Universiti Malaysia Pahang, Malaysia norhaida@ump.edu.my
  • C. M. Davies Imperial College London, United Kingdom
DOI
10.3221/IGF-ESIS.62.18
Pages
261-270
Published
Licence
CC BY 4.0

Abstract

Numerous components designed for use at elevated temperatures now exhibit multiaxial stress states as a result of geometric modification and material inhomogeneity. It is necessary to anticipate the creep rupture life of such components when subjected to multiaxial load. In this work finite element analysis has been performed to study the influence of different notches, namely blunt and medium notches on the stress distribution across the notch throat during the creep exposure. Within the FE model, a ductility exhaustion model based on the Cocks and Ashby model was utilized to forecast the creep rupture time of notched bar P91 material. The lower and upper bound of creep ductility are employed in the FE analysis. Different notch specimens have different stress and damage distribution. It is shown that for both types of notches, the von Mises stress is lower than the net stress, indicating the notch strengthening effect. The accumulation of creep damage in the minimum cross-section at each element across the notch throat increases over time. The point at which damage first occurs is closer to the notch root for the medium notch than for the blunt notch. The long-term rupture life predicted for blunt notch specimens appears to be comparable to that of uniaxial specimens. The upper bound creep ductility better predicts the rupture life for medium notches.

Keywords

Article history

  1. ReceivedUntil the next stage: 79 days
  2. RevisedUntil the next stage: 3 days
  3. AcceptedUntil the next stage: 94 days
  4. Published

How to cite

APA

Ab Razak, N., & Davies, C. M. (2022). Numerical simulation of creep notched bar of P91 steel. Fracture and Structural Integrity, 16(62), 261–270. https://doi.org/10.3221/IGF-ESIS.62.18

IEEE

N. Ab Razak and C. M. Davies, “Numerical simulation of creep notched bar of P91 steel,” Fracture and Structural Integrity, vol. 16, no. 62, pp. 261–270, 2022, doi: 10.3221/IGF-ESIS.62.18.

MLA

Ab Razak, Norhaida, and C. M. Davies. “Numerical simulation of creep notched bar of P91 steel.” Fracture and Structural Integrity, vol. 16, no. 62, 2022, pp. 261–270. https://doi.org/10.3221/IGF-ESIS.62.18.

Chicago

Ab Razak, Norhaida, and C. M. Davies. 2022. “Numerical simulation of creep notched bar of P91 steel.” Fracture and Structural Integrity 16 (62): 261–270. https://doi.org/10.3221/IGF-ESIS.62.18.

Harvard

Ab Razak, N. and Davies, C.M. (2022) ‘Numerical simulation of creep notched bar of P91 steel’, Fracture and Structural Integrity, 16(62), pp. 261–270. doi: 10.3221/IGF-ESIS.62.18.

Vancouver

Ab Razak N, Davies CM. Numerical simulation of creep notched bar of P91 steel. Fracture and Structural Integrity. 2022;16(62):261-270. doi:10.3221/IGF-ESIS.62.18

BibTeX

@article{abrazak2022, author = {Ab Razak, Norhaida and Davies, C. M.}, title = {Numerical simulation of creep notched bar of P91 steel}, journal = {Fracture and Structural Integrity}, year = {2022}, volume = {16}, number = {62}, pages = {261--270}, doi = {10.3221/IGF-ESIS.62.18}, url = {https://doi.org/10.3221/IGF-ESIS.62.18}, issn = {1971-8993} }

RIS

TY - JOUR AU - Ab Razak, Norhaida AU - Davies, C. M. TI - Numerical simulation of creep notched bar of P91 steel JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2022 DA - 2022/09/22 VL - 16 IS - 62 SP - 261 EP - 270 DO - 10.3221/IGF-ESIS.62.18 UR - https://doi.org/10.3221/IGF-ESIS.62.18 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2022 Norhaida Ab Razak, C. M. Davies.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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