2021
DOI: 10.1111/ffe.13411
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Mixed‐mode brittle fracture test of polymethylmethacrylate with a new specimen

Abstract: A new test configuration called Holed‐Cracked Square Plate (HCSP) is proposed to investigate I/II mixed‐mode fracture of brittle and quasi‐brittle materials. This specimen is a square plate containing a central hole with two radial cracks emanating from its circumference. The finite element method was used to calculate mode I and mode II stress intensity factors and T‐stress solutions for various crack lengths and hole diameters. The numerical results show that a full range of fracture mode mixities can be rea… Show more

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Cited by 5 publications
(8 citation statements)
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“…Based on the theoretical prediction of the generalized maximum tangential stress (GMTS) theory, the ratio of K IIc / K Ic was predicted equal to 1.31 for the ENDB specimen and 1.11 for the SCB specimen of this research by considering a typical value of critical distance ( r c = 0.6 mm) for the tested mixtures. This range was also used in previous works for concrete mixtures 6,10,78–80 . The consistency between the experimental fracture toughness ratios (given in Figure 6) and theoretical evaluations of the stress/strain‐based fracture models demonstrates that the mentioned criterion can provide good and acceptable predictions for the pure mode II fracture toughness of asphalt materials reinforced with fiber and tested with the SCB and ENDB specimens.…”
Section: Resultssupporting
confidence: 67%
“…Based on the theoretical prediction of the generalized maximum tangential stress (GMTS) theory, the ratio of K IIc / K Ic was predicted equal to 1.31 for the ENDB specimen and 1.11 for the SCB specimen of this research by considering a typical value of critical distance ( r c = 0.6 mm) for the tested mixtures. This range was also used in previous works for concrete mixtures 6,10,78–80 . The consistency between the experimental fracture toughness ratios (given in Figure 6) and theoretical evaluations of the stress/strain‐based fracture models demonstrates that the mentioned criterion can provide good and acceptable predictions for the pure mode II fracture toughness of asphalt materials reinforced with fiber and tested with the SCB and ENDB specimens.…”
Section: Resultssupporting
confidence: 67%
“…Results indicated that the maximum relative error is 4.325% for a 2 mm wide prefabricated crack. 27 Therefore, the crack width is significantly smaller compared to the dimensions of the specimen in this study. The SIFs can be accurately obtained using Abaqus with an idealized crack model.…”
Section: Specimen Manufacturingmentioning
confidence: 75%
“…These were then laser‐cut into semi‐circular disks with matching orientations. An initial 8 mm crack was introduced into each disk using laser cutting, a technique chosen to minimize manufacturing errors, like inaccuracies in crack inclination angles 27,28 . Further refinement of the crack was achieved using a diamond wire saw, ensuring a precise crack length of 1 mm.…”
Section: Methodsmentioning
confidence: 99%
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