2015
DOI: 10.1016/j.engfracmech.2015.06.059
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G-control fatigue testing for cyclic crack propagation in composite structures

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Cited by 12 publications
(15 citation statements)
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References 15 publications
(27 reference statements)
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“…Manca et al [6] developed a testing methodology called G-control which maintains a constant level of DG at the crack tip as the debond propagates. Such technique employs analytical and finite element models to determine the compliance, energy release rate and mode mixity at the crack tip.…”
Section: Introductionmentioning
confidence: 99%
“…Manca et al [6] developed a testing methodology called G-control which maintains a constant level of DG at the crack tip as the debond propagates. Such technique employs analytical and finite element models to determine the compliance, energy release rate and mode mixity at the crack tip.…”
Section: Introductionmentioning
confidence: 99%
“…The input data for Paris' law were obtained by fatigue experiments conducted on the same bi-material interface configuration as considered in this paper using the Mixed Mode Bending test (MMB) and the G-control method developed and proposed by Manca et al [26]. Parameters c and m are mode dependent meaning that they vary depending on the mode mixity applied.…”
Section: Resultsmentioning
confidence: 99%
“…The Single Cantilever Beam test (SCB) [17][18], the Cracked Sandwich Beam test (CSB) [19], the Mixed Mode Bending test (MMB) [20][21] were used to apply different loading conditions to cracked sandwich beams. Most notably with the MMB test, the mode mixity applied can be constant and independent of the crack length making the test ideal for fatigue crack growth characterization [21][22]. Lastly Berggreen et al [14] introduced the Sandwich Tear Test (STT) to investigate crack propagation paths in different core materials.…”
Section: Developed a Cycle-jumpmentioning
confidence: 99%
“…This behaviour makes the STT test especially interesting for this work, since the objective is to investigate the effect of the novel peel stoppers on the fatigue life of sandwich structural components under generalized loading conditions. In previous works from Berggreen and Moslemian [14], [22,34] testing and simulation of the behaviour of the STT setup were conducted by using FE models both for static and fatigue loading conditions. In those studies though, the propagation of the crack was made in only one predefined bi-material interface to avoid uneven and unpredictable loading of the specimen and generation of moments at the load introduction point, when two cracks are propagating in the specimen.…”
Section: Stt Setupmentioning
confidence: 99%