Logo
    • English
    • Ελληνικά
    • Deutsch
    • français
    • italiano
    • español
  • Ελληνικά 
    • English
    • Ελληνικά
    • Deutsch
    • français
    • italiano
    • español
  • Σύνδεση
Προβολή τεκμηρίου 
  •   Ιδρυματικό Αποθετήριο Πανεπιστημίου Θεσσαλίας
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
  • Προβολή τεκμηρίου
  •   Ιδρυματικό Αποθετήριο Πανεπιστημίου Θεσσαλίας
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
  • Προβολή τεκμηρίου
JavaScript is disabled for your browser. Some features of this site may not work without it.
Ιδρυματικό Αποθετήριο Πανεπιστημίου Θεσσαλίας
Όλο το DSpace
  • Κοινότητες & Συλλογές
  • Ανά ημερομηνία δημοσίευσης
  • Συγγραφείς
  • Τίτλοι
  • Λέξεις κλειδιά

Fatigue behavior and retained austenite transformation of Al-containing TRIP steels

Thumbnail
Συγγραφέας
Christodoulou P.I., Kermanidis A.T., Krizan D.
Ημερομηνία
2016
Γλώσσα
en
DOI
10.1016/j.ijfatigue.2016.06.004
Λέξη-κλειδί
Aluminum
Austenite
Crack initiation
Cracks
Design
Fatigue crack propagation
Fatigue damage
Fatigue of materials
High strength steel
Particle size
Steel
Strain
Fatigue crack initiation
High cycle fatigue
Low cycle fatigues
Retained austenite
Transformation induced plasticity steel
Plasticity
Elsevier Ltd
Εμφάνιση Μεταδεδομένων
Επιτομή
In material selection for the design of advanced lightweight automotive steel components, fatigue performance is of particular significance. High strength TRIP steels offer very good cyclic behavior, especially under cyclic plastic strains, which is assisted by the Transformation Induced Plasticity effect (TRIP). In the present study the TRIP effect has been quantified under both elastic (HCF regime) and plastic (LCF regime) cyclic strains for two Al-containing TRIP steels with similar chemical composition and different initial retained austenite (RA) content. The results illustrate that transformation behavior differs for the two materials under elastic and plastic cyclic straining and fatigue behavior is in both cases linked to the amount of RA transformation. The latter is discussed in the paper considering relevant RA microstructural aspects like content and particle size. In the investigation the fatigue crack initiation resistance of the materials has been experimentally evaluated, resulting in different damage tolerance ability for the two steels. A numerical simulation is developed to determine the local strains at the notch tip under monotonic loading conditions and is used with the LCF material characteristics to discuss the differences obtained in crack initiation resistance. © 2016 Elsevier Ltd
URI
http://hdl.handle.net/11615/72857
Collections
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ. [19735]

Related items

Showing items related by title, author, creator and subject.

  • Thumbnail

    Fatigue failure investigation of pre-corroded and laser-welded Al-Cu-Mg-Ag Alloy with different temper condition 

    Zervaki, A. D.; Kermanidis, A. T.; Haidemenopoulos, G. N.; Pantelakis, S. G. (2010)
    The fatigue failure mechanisms of pre-corroded, laser beam welded Al-Cu-Mg-Ag alloy in different temper conditions (T3,T8) have been investigated. Aging influences the corrosion behavior of laser welds. In the T3 temper, ...
  • Thumbnail

    A streamline approach to multiaxial fatigue monitoring using virtual sensing 

    Flores Terrazas V., Sedehi O., Papadimitriou C., Katafygiotis L.S. (2022)
    This paper presents a framework for fatigue monitoring on linear components of a structure subjected to unknown loads using a limited number of output-only vibration measurements. It exploits virtual sensing techniques to ...
  • Thumbnail

    Fatigue and fracture behavior of pearlitic Grade 900A steel used in railway applications 

    Christodoulou P.I., Kermanidis A.T., Haidemenopoulos G.N. (2016)
    In overloaded railway networks, rail surface defects developed under rolling contact fatigue (RCF) if left untreated, may propagate to the bulk of the rail and become critical for its structural integrity. To avoid critical ...
htmlmap 

 

Πλοήγηση

Όλο το DSpaceΚοινότητες & ΣυλλογέςΑνά ημερομηνία δημοσίευσηςΣυγγραφείςΤίτλοιΛέξεις κλειδιάΑυτή η συλλογήΑνά ημερομηνία δημοσίευσηςΣυγγραφείςΤίτλοιΛέξεις κλειδιά

Ο λογαριασμός μου

ΣύνδεσηΕγγραφή (MyDSpace)
Πληροφορίες-Επικοινωνία
ΑπόθεσηΣχετικά μεΒοήθειαΕπικοινωνήστε μαζί μας
Επιλογή ΓλώσσαςΌλο το DSpace
EnglishΕλληνικά
htmlmap