All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Fatigue lifetimes of 1.4306 and 1.4307 stainless steels subjected to ultrasonic loading

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F22%3A00567143" target="_blank" >RIV/68081723:_____/22:00567143 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1016/j.prostr.2022.12.174" target="_blank" >http://dx.doi.org/10.1016/j.prostr.2022.12.174</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.prostr.2022.12.174" target="_blank" >10.1016/j.prostr.2022.12.174</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Fatigue lifetimes of 1.4306 and 1.4307 stainless steels subjected to ultrasonic loading

  • Original language description

    The contribution brings results of high-frequency fatigue tests of the 1.4306 and 1.4307 steels. The S304L austenitic stainless steels are the most versatile and widely used stainless steels. They are used in food processing, chemical industry, petrochemicals, but also in mechanical and civil engineering. The 1.4306 steel is more highly alloyed and more corrosion resistant than 1.4307. A new trend in bridge structures is the use of stainless steels for their corrosion resistance and mechanical properties. The bridge structures are loaded cyclically and are designed for decades of operation. Thus, long-term fatigue properties are an important issue. The results of experimental studies serve as inputs for a reliable assessment of the service life of cyclically loaded structures. Measurements of both steel types were performed on ultrasonic fatigue testing systems. Cyclic loading was performed in fully reversed push-pull mode with the stress ratio R = - 1. Experimental results plotted in the S-N curves are shown. From the results, it can be concluded that 1.4306 steel shows a slightly higher fatigue resistance than 1.4307 steel. The failure in the gigacycle region (around 10^8 and 10^9 cycles) only occurs in the case of 1.4306 steel. Fracture surfaces were analyzed and only surface crack initiation was observed.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20501 - Materials engineering

Result continuities

  • Project

    <a href="/en/project/GA20-00761S" target="_blank" >GA20-00761S: Influence of material properties of stainless steels on reliability of bridge structures</a><br>

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2022

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Procedia Structural Integrity

  • ISBN

  • ISSN

    2452-3216

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    1369-1375

  • Publisher name

    Elsevier

  • Place of publication

    Amsterdam

  • Event location

    Funchal

  • Event date

    Jun 27, 2022

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article

    001248864600176