Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/106939
Title: Stress Intensity Factor Solutions for CTS Mixed Mode Specimen
Authors: Antunes, F. V. 
Branco, R. 
Ferreira, J. A. M. 
Borrego, L. P. 
Keywords: CTS specimen; Stress intensity factor solution; Mixed mode
Issue Date: 2019
Publisher: Gruppo Italiano Frattura
Project: PTDC/EMS-PRO/1356/2014 
FEDER funds through the program COMPETE (under project T449508144- 00019113) 
Serial title, monograph or event: Frattura ed Integrita Strutturale
Volume: 13
Issue: 48
Abstract: The Compact Tension Shear (CTS) specimen is used to study fracture and fatigue under mixed mode I/II loading conditions. The K solution available in literature was developed for fracture studies and does not consider the effect of crack deflection. The aim of present work is to develop KI and KII empirical solutions for cracks with different crack lengths, loading angles and crack orientations. A total number of 1120 cracked geometries were studied numerically with the finite element method and analytical solutions were fitted to the numerical predictions. An average difference of 0.53 % was found between numerical predictions and the analytical solution proposed for KI. For KII the difference is higher, but the equivalent stress intensity factor showed a difference of only 1% because KII is lower than KI. Experimental work was developed to study fatigue crack growth in CTS specimens. The cracks always adopted a direction approximately normal to loading direction, i.e., tend to propagate under mode I.
URI: https://hdl.handle.net/10316/106939
ISSN: 19718993
DOI: 10.3221/IGF-ESIS.48.64
Rights: openAccess
Appears in Collections:I&D CEMMPRE - Artigos em Revistas Internacionais

Show full item record

SCOPUSTM   
Citations

14
checked on Apr 22, 2024

WEB OF SCIENCETM
Citations

8
checked on Apr 2, 2024

Page view(s)

71
checked on Apr 23, 2024

Download(s)

26
checked on Apr 23, 2024

Google ScholarTM

Check

Altmetric

Altmetric


This item is licensed under a Creative Commons License Creative Commons