1988
DOI: 10.1007/bf00034281
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Instantaneous evaluation of J and C

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Cited by 107 publications
(19 citation statements)
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“…(2.4) for the red integration path gives = J Fθ b 2 / F , cf. Paris and Paris [14] and Biel and Stigh [15], where b is the width of the specimen in the out-of-plane direction. For the blue integration path, Eq.…”
Section: Theoretical Backgroundmentioning
confidence: 99%
“…(2.4) for the red integration path gives = J Fθ b 2 / F , cf. Paris and Paris [14] and Biel and Stigh [15], where b is the width of the specimen in the out-of-plane direction. For the blue integration path, Eq.…”
Section: Theoretical Backgroundmentioning
confidence: 99%
“…This method was used, rather than using a Linear Elastic Fracture Mechanics (LEFM) approach and GIc, due to the high toughness of the adhesive being used and also because the method did not require the measurement of the crack length, which could be complicated due to the patterns employed. During loading, the J value along the contour of the exterior boundary of the DCB specimen is [27,28] I…”
Section: Fracture Toughness Testingmentioning
confidence: 99%
“…In the following, we will briefly present the necessary equations for the evaluation of the conducted experiments in modes I and III and state the most important findings of prior studies. For more detailed derivations, we would like to refer to relevant literature, e.g., [10,11,14,19,20].…”
Section: Theoretical Backgroundmentioning
confidence: 99%
“…is an unintended contribution in modes I and II due to the finite width of the specimen. The instantaneous experimental determination of the ERR based on the J-integral is relatively unsophisticated in mode I, as only force and rotational angle at the points of load introduction have to be measured [10]. To obtain the curvature κ in mode III, an increased experimental effort and the use of additional measuring equipment are required.…”
Section: Theoretical Backgroundmentioning
confidence: 99%
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