(Created page with " == Abstract == The strength evaluation of structures that requires high reliability, such as power generation facilities, is extremely important. It is necessary to ensure s...")
 
 
(2 intermediate revisions by the same user not shown)
Line 7: Line 7:
 
<pdf>Media:Draft_Content_187482129-2295_paper-6369-document.pdf</pdf>
 
<pdf>Media:Draft_Content_187482129-2295_paper-6369-document.pdf</pdf>
  
== Document ==
+
== Full Paper ==
 
<pdf>Media:Draft_Content_187482129-2295_paper-3465-document.pdf</pdf>
 
<pdf>Media:Draft_Content_187482129-2295_paper-3465-document.pdf</pdf>

Latest revision as of 08:13, 20 July 2022

Abstract

The strength evaluation of structures that requires high reliability, such as power generation facilities, is extremely important. It is necessary to ensure safety under extremely low cycle fatigue caused by earthquakes. However, a highly reliable evaluation method has not yet been developed because of variable fracture toughness due to the constraint effect with large deformation. The crack propagation criterion proposed by the previous study has needed some modification for accurate prediction. In this study, we confirmed whether the crack propagation criterion proposed by previous study can reproduce the fracture behavior of the experiment. Among then, relationship between the number of cycle and crack length, hysteresis loop, reproduction of crack shape were evaluation items.


The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document

Full Paper

The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document
Back to Top
GET PDF

Document information

Published on 06/07/22
Submitted on 06/07/22

Volume 100 Fracture, Damage and Failure Mechanics, 2022
DOI: 10.23967/wccm-apcom.2022.096
Licence: CC BY-NC-SA license

Document Score

0

Views 10
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?