A Study On Low Cycle Fatigue Life Assessment of Notched Specimens Made of 316LN Austenitic Stainless Steel

Journal article


Abarkan, I., Khamlichi, A. and Shamass, R. (2021). A Study On Low Cycle Fatigue Life Assessment of Notched Specimens Made of 316LN Austenitic Stainless Steel. Journal of Pressure Vessel Technology. 144 (2). https://doi.org/10.1115/1.4051627
AuthorsAbarkan, I., Khamlichi, A. and Shamass, R.
Abstract

The local strains obtained from the best-known analytical approximations namely; Neuber’s rule, Equivalent Strain
Energy Density method, and linear rule, were compared with those resulting from finite element analysis. It was found
that apart from Neuber’s rule with the elastic stress concentration factor 𝐾𝐾𝑡𝑡 , all the aforementioned analytical
methods underestimate the local strains for all notch root radius, strain amplitudes levels, at room temperature and
550 °C. Neuber’s rule with 𝐾𝐾𝑡𝑡 slightly overestimates the maximum strains for lower notch root radius, namely 1.25
mm, at high temperature. Based on the analytically and numerically obtained notch root strains, the fatigue lives
were estimated using the Coffin-Manson-Basquin equation. Besides, a numerical assessment of fatigue lives was
made based on Brown-Miller and maximum shear strain multiaxial fatigue life criteria. It was found that all these
methods provide inaccurate fatigue life results for all notch root radius, strain amplitude level, and under both
temperatures conditions. Therefore, a new method was suggested, for which only the applied strain amplitude is
needed to calculate the fatigue life of notched components. It was revealed that the suggested-method provides a
good fatigue life prediction at a higher temperature loading state.

KeywordsMechanical Engineering; Mechanics of Materials; Safety, Risk, Reliability and Quality
Year2021
JournalJournal of Pressure Vessel Technology
Journal citation144 (2)
PublisherASME International
ISSN0094-9930
1528-8978
Digital Object Identifier (DOI)https://doi.org/10.1115/1.4051627
Publication dates
Online30 Jun 2021
Print30 Jun 2021
Publication process dates
Accepted15 Jun 2021
Deposited17 Aug 2021
Accepted author manuscript
License
File Access Level
Open
Supplemental file
File description
Cover sheet
File Access Level
Open
Additional information

ASME ©

Licensehttps://www.asme.org/publications-submissions/publishing-information/legal-policies
Permalink -

https://openresearch.lsbu.ac.uk/item/8x4x9

Restricted files

Accepted author manuscript


Supplemental file

  • 6
    total views
  • 1
    total downloads
  • 4
    views this month
  • 0
    downloads this month

Export as

Related outputs

Predicting the Impact of Chemical and Physical Variability in Binary and Ternary Cementitious Blends
Limbachiya, V. and Shamass, R. (2021). Predicting the Impact of Chemical and Physical Variability in Binary and Ternary Cementitious Blends. 3rd Conference on Sustainability in Civil Engineering (CSCE’21). Capital University of Science & Technology, . Islamabad Expressway, Kahuta Road, Zone-V Islamabad 11 - 11 Aug 2021 Department of Civil Engineering at Capital University of Science and Technology.
Impact of chopped basalt fibres on the mechanical proper- ties of concrete
Shamass, R. and Limbachiya, V. (2021). Impact of chopped basalt fibres on the mechanical proper- ties of concrete. 3rd Conference on Sustainability in Civil Engineering (CSCE’21). Capital University of Science & Technology, . Islamabad Expressway, Kahuta Road, Zone-V Islamabad 11 - 11 Aug 2021 Department of Civil Engineering at Capital University of Science and Technology.
Application of Artificial Neural Networks for web-post shear resistance of cellular steel beams
Limbachiya, V. and Shamass, R. (2021). Application of Artificial Neural Networks for web-post shear resistance of cellular steel beams. Thin-Walled Structures. 161, pp. 107414-107414. https://doi.org/10.1016/j.tws.2020.107414
Bond behaviour of austenitic stainless steel reinforced concrete
Rabi, M., Cashell, K.A., Shamass, R. and Desnerck, P. (2020). Bond behaviour of austenitic stainless steel reinforced concrete. Engineering Structures. 221, pp. 111027-111027. https://doi.org/10.1016/j.engstruct.2020.111027
Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete members
Shamass, R and Cashell, KA (2020). Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete members. Engineering Structures. 220, pp. 110950-110950. https://doi.org/10.1016/j.engstruct.2020.110950
Plastic Buckling Paradox: An Updated Review
Shamass, R (2020). Plastic Buckling Paradox: An Updated Review. Frontiers in Built Environment. 6. https://doi.org/10.3389/fbuil.2020.00035
Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach
Shamass, R. and Guarracino, F. (2020). Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach. Journal of Constructional Steel Research. 166, p. 105911. https://doi.org/10.1016/j.jcsr.2019.105911
Numerical and analytical studies of low cycle fatigue behavior of 316 LN austenitic stainless steel
Abarkan, Ikram, Shamass, Rabee, Achegaf, Zineb and Khamlichi, Abdellatif (2019). Numerical and analytical studies of low cycle fatigue behavior of 316 LN austenitic stainless steel. Journal of Pressure Vessel Technology. https://doi.org/10.1115/1.4045897
Flexural analysis and design of stainless steel reinforced concrete beams
Rabi, M., Cashell, K. and Shamass, R. (2019). Flexural analysis and design of stainless steel reinforced concrete beams. Engineering Structures. 198, p. 109432. https://doi.org/10.1016/j.engstruct.2019.109432
Analysis of concrete beams reinforced with stainless steel
Rabi, M, Cashell, KA and Shamass, R (2019). Analysis of concrete beams reinforced with stainless steel. fib Symposium 2019 - Concrete - Inovations in Materials, design and Structures. Krakow, Poland 27 - 29 May 2019 pp. 690-697
Experimental Investigation on the Behaviour of Recycled Aggregate Concrete
Kovacs, R, Shamass, R, Limbachiya, V and Datoo, M (2019). Experimental Investigation on the Behaviour of Recycled Aggregate Concrete. 5th International Conference on Sustainable Construction Materials & Technologies. Surrey 14 - 17 Jul 2019
Investigation on the Plastic Buckling Paradox for Metal Cylinders
Shamass, R, Alfano, G and Guarracino, F (2018). Investigation on the Plastic Buckling Paradox for Metal Cylinders. in: Buckling and Postbuckling Structures II London South Bank University.
A numerical investigation into the plastic buckling of circular cylinders
Shamass, R, Alfano, G and Guarracino, F (2013). A numerical investigation into the plastic buckling of circular cylinders. in: Pietraszkiewicz, W and Gorski, J (ed.) Shell Structures: Theory and Application London CRC Press.
Analysis of Stainless Steel-Concrete Composite Beams
Shamass, R and Cashell, KA (2018). Analysis of Stainless Steel-Concrete Composite Beams. Journal of Constructional Steel Research. 152, pp. 132-142. https://doi.org/10.1016/j.jcsr.2018.05.032
Bending Moment Capacity of Stainless Steel-Concrete Composite Beams
Shamass, R and Cashell, KA (2018). Bending Moment Capacity of Stainless Steel-Concrete Composite Beams. 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018). Valencia-Spain 27 - 29 Jun 2018
Behaviour of Composite Beams Made Using High Strength Steel
Shamass, R and Cashell, KA (2017). Behaviour of Composite Beams Made Using High Strength Steel. Structures. 12, pp. 88-101. https://doi.org/10.1016/j.istruc.2017.08.005
On Elastoplastic Buckling Analysis of Cylinders under Nonproportional Loading by Differential Quadrature Method
Shamass, R, Alfano, G and Guarracino, F (2017). On Elastoplastic Buckling Analysis of Cylinders under Nonproportional Loading by Differential Quadrature Method. International Journal of Structural Stability and Dynamics. 17 (7). https://doi.org/10.1142/S0219455417500729
On the elasto-plastic stability analysis of circular cylindrical shells
Shamass, R, Alfano, G and Guarracino, F (2016). On the elasto-plastic stability analysis of circular cylindrical shells. The International Colloquium On Stability And Ductility Of Steel Structures – SDSS 2016. Timisoara, Romania 30 May - 01 Jun 2016 pp. 639-646
Modelling post-tensioned precast concrete segmental girder bridges with dry keyed joints – preliminary results
Sejkati, E, Zhou, X, Mancini, M and Shamass, R (2016). Modelling post-tensioned precast concrete segmental girder bridges with dry keyed joints – preliminary results. 9th International Concrete Conference 2016: Environment, Efficiency and Economic Challenges for Concrete. Dundee, Scotland 04 - 06 Jul 2016
Numerical analysis of shear-off failure of keyed epoxied joints in precast concrete segmental bridges
Shamass, R, Zhou, X and Wu, Z (2016). Numerical analysis of shear-off failure of keyed epoxied joints in precast concrete segmental bridges. Journal of Bridge Engineering. 22 (1). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000971
An analytical insight into the buckling paradox for circular cylindrical shells under axial and lateral loading
Shamass, R, Alfano, G and Guarracino, F (2015). An analytical insight into the buckling paradox for circular cylindrical shells under axial and lateral loading. Mathematical Problems in Engineering. 2015. https://doi.org/10.1155/2015/514267
An investigation into the plastic buckling paradox for circular cylindrical shells under non-proportional loading
Shamass, R, Alfano, G and Guarracino, F (2015). An investigation into the plastic buckling paradox for circular cylindrical shells under non-proportional loading. Thin-Walled Structures. 95, pp. 347-362. https://doi.org/10.1016/j.tws.2015.07.020
Finite-element analysis of shear-off failure of keyed dry joints in precast concrete segmental bridges
Shamass, R, Zhou, X and Alfano, G (2014). Finite-element analysis of shear-off failure of keyed dry joints in precast concrete segmental bridges. Journal of Bridge Engineering. 20 (6). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000669
A numerical investigation into the plastic buckling paradox for circular cylindrical shells under axial compression
Shamass, R, Alfano, G and Guarracino, F (2014). A numerical investigation into the plastic buckling paradox for circular cylindrical shells under axial compression. Engineering Structures. 75, pp. 429-447. https://doi.org/10.1016/j.engstruct.2014.05.050