Automatic determination method of stress intensity factor utilizing digital image correlation and nonlinear least squares

Structural Health Monitoring and Intelligent Infrastructure - Proceedings of the 1st International Conference on Structural Health Monitoring and Intelligent Infrastructure

Volumn 2, Issue , 2003, Pages 1379-1384

  Yoneyama, S ^a   Morimoto, Y ^b   Takashi, M ^c  

^a TOKYO UNIVERSITY OF SCIENCE   (Japan)

^b WAKAYAMA UNIVERSITY   (Japan)

^c AOYAMA GAKUIN UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

AUTOMATIC DETERMINATION; DIGITAL IMAGE CORRELATIONS; DISPLACEMENT FIELD; HIGHER ORDER TERMS; LEAST SQUARE APPROACH; MODE I CRACK; NON-LINEAR LEAST SQUARES; SEMI-INFINITE CRACK; SERIES EXPANSION; STRIP PLATES;

CRACK TIPS; IMAGE ANALYSIS; NEWTON-RAPHSON METHOD; STRAIN MEASUREMENT;

STRESS INTENSITY FACTORS;

EID: 33750323995     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (15)

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