STRAIN ANALYSES OF NONLINEAR CRACK BEHAVIOR AT ELEVATED TEMPERATURE BY FINITE ELEMENT METHOD AND MOIRE TOPOGRAPHICAL METHOD.

T. Aizawa, G. Yagawa, Y. Ando

Research output: Contribution to conferencePaper

Abstract

In this paper, the measurement scheme for strain analyses presented is the Moire topographical method aided by picture processing with the use of computer. The picture processing technique enables analysis of nonlinear behavior of crack growth under elevated temperature from different points of view. Finite element methods are utilized to calculate the creep crack growth with the large-displacement formulation.

Original languageEnglish
Publication statusPublished - 2017 Jan 1
EventUnknown conference - Berlin, Ger
Duration: 1979 Aug 131979 Aug 17

Other

OtherUnknown conference
CityBerlin, Ger
Period79/8/1379/8/17

Fingerprint

Crack propagation
Image processing
Cracks
Finite element method
Creep
Temperature

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Aizawa, T., Yagawa, G., & Ando, Y. (2017). STRAIN ANALYSES OF NONLINEAR CRACK BEHAVIOR AT ELEVATED TEMPERATURE BY FINITE ELEMENT METHOD AND MOIRE TOPOGRAPHICAL METHOD.. Paper presented at Unknown conference, Berlin, Ger, .

STRAIN ANALYSES OF NONLINEAR CRACK BEHAVIOR AT ELEVATED TEMPERATURE BY FINITE ELEMENT METHOD AND MOIRE TOPOGRAPHICAL METHOD. / Aizawa, T.; Yagawa, G.; Ando, Y.

2017. Paper presented at Unknown conference, Berlin, Ger, .

Research output: Contribution to conferencePaper

Aizawa, T, Yagawa, G & Ando, Y 2017, 'STRAIN ANALYSES OF NONLINEAR CRACK BEHAVIOR AT ELEVATED TEMPERATURE BY FINITE ELEMENT METHOD AND MOIRE TOPOGRAPHICAL METHOD.' Paper presented at Unknown conference, Berlin, Ger, 79/8/13 - 79/8/17, .
Aizawa T, Yagawa G, Ando Y. STRAIN ANALYSES OF NONLINEAR CRACK BEHAVIOR AT ELEVATED TEMPERATURE BY FINITE ELEMENT METHOD AND MOIRE TOPOGRAPHICAL METHOD.. 2017. Paper presented at Unknown conference, Berlin, Ger, .
Aizawa, T. ; Yagawa, G. ; Ando, Y. / STRAIN ANALYSES OF NONLINEAR CRACK BEHAVIOR AT ELEVATED TEMPERATURE BY FINITE ELEMENT METHOD AND MOIRE TOPOGRAPHICAL METHOD. Paper presented at Unknown conference, Berlin, Ger, .
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