Reza Masoudi Nejad

Prof. Reza Masoudi Nejad

Civil Engineering, Xi'an Jiaotong University, Xi’an, Shaanxi, China
orcid
Professor (Associate)

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 February 2016 in Tribology International
Verified
Journal Article
Closed access
Reza Masoudi NejadReza Masoudi Nejad
Reza Masoudi Nejad
MSMahmoud Shariati
Mahmoud Shariati
KFKhalil Farhangdoost
Khalil Farhangdoost

1 June 2015 in Engineering Failure Analysis
Verified
Journal Article
Closed access
Reza Masoudi NejadReza Masoudi Nejad
Reza Masoudi Nejad
KFKhalil Farhangdoost
Khalil Farhangdoost
MSMahmoud Shariati
Mahmoud Shariati

1 June 2019 in Theoretical and Applied Fracture Mechanics
Verified
Journal Article
Closed access
Reza Masoudi NejadReza Masoudi Nejad
Reza Masoudi Nejad
MSMahmoud Shariati
Mahmoud Shariati
KFKhalil Farhangdoost
Khalil Farhangdoost

1 October 2014 in Engineering Failure Analysis
Verified
Journal Article
Closed access
Reza Masoudi NejadReza Masoudi Nejad
Reza Masoudi Nejad

1 March 2016 in Metallurgical and Materials Transactions B
Verified
Journal Article
Closed access
PDF file
DMDanial Ghahremani Moghadam
Danial Ghahremani Moghadam
KFKhalil Farhangdoost
Khalil Farhangdoost
Reza Masoudi NejadReza Masoudi Nejad
Reza Masoudi Nejad

22 May 2018 in Mechanics of Advanced Materials and Structures
Verified
Journal Article
Closed access
Reza Masoudi NejadReza Masoudi Nejad
Reza Masoudi Nejad
KFKhalil Farhangdoost
Khalil Farhangdoost
MSMahmoud Shariati
Mahmoud Shariati
The purpose of this paper is an experimental study on fatigue fracture performance of rail steel which is used in Iran railway. For this purpose, the fatigue, fracture toughness and fatigue crack growth tests were carried out and have been checked by fractography studies on fractured specimens. Since fatigue failure occurs in micro-dimensions, it can be used for fracture surface analysis and study of the distribution of non-metallic inclusions. The experimental results provide a good basis for assessing the numerical results and have been used in the assessment of structural continuity of rail steel in railway networks.