2015
DOI: 10.1016/j.compositesa.2015.09.021
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Fracture surface evolution and apparent delamination toughness in split composite beam specimens subjected to mixed mode I–III loading

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Cited by 6 publications
(13 citation statements)
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“…The vertical main actuator in the test machine, is an axialtorsional actuator with an axial capacity of 25 kN and torsional capacity of 250 Nm. The vertical actuator allows to sufficiently open the crack flanks in order to avoid contact friction between the crack flanks during mode III testing due to the torsional moments described in Sabbadin et al 25 Two load cells are present in the text fixture: one is mounted on the horizontal actuator and has a capacity of 5 kN (Figure 4) and a second one is installed on the vertical actuator and has an axial capacity of 10 kN and torsional capacity of 200 Nm (Figure 3). The shearing load P is applied through compressive contact between the horizontal actuator and the load-block which is allowed to slide on a rail with linear bearings.…”
Section: Test Rig Presentationmentioning
confidence: 99%
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“…The vertical main actuator in the test machine, is an axialtorsional actuator with an axial capacity of 25 kN and torsional capacity of 250 Nm. The vertical actuator allows to sufficiently open the crack flanks in order to avoid contact friction between the crack flanks during mode III testing due to the torsional moments described in Sabbadin et al 25 Two load cells are present in the text fixture: one is mounted on the horizontal actuator and has a capacity of 5 kN (Figure 4) and a second one is installed on the vertical actuator and has an axial capacity of 10 kN and torsional capacity of 200 Nm (Figure 3). The shearing load P is applied through compressive contact between the horizontal actuator and the load-block which is allowed to slide on a rail with linear bearings.…”
Section: Test Rig Presentationmentioning
confidence: 99%
“…The nominal geometric dimensions of the monolithic laminate and the composite sandwich specimens are reported in Table 1. The initial crack length is different in the sandwich specimen compared to the monolitic specimen for the following reason: longer delaminated arms are needed in the sandwich specimen in order to satisfy the assumptions originating from modelling the lower cracked arm as a composite beam (see Sabbadin et al 25 ) The specific geometrical parameters of the individual specimens varied only slightly (þ/À 0.5 mm) with respect to the nominal values in Table 1.…”
Section: Specimens and Fabricationmentioning
confidence: 99%
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