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With the optimized parameters from the large spot results, the 3D FEM model was tested by simulating the crack (https://srirejekifastboat.com/serial-code/?file=7685) generation for a coupon processed with small spots. Figure 11 displays the simulated crack locations close to the middle plane of the coupon. Ski region simulator crack. The simulation results showed that the cracks were located at three regions: (1) along the thinner edge; (2) around 0/3–0/5 mm away from the thinner edge; and (3) around 0/8–1/6 mm away from the thinner edge. Comparing to the experimental crack images shown in Figure 8(b), the simulated results have successfully predicted the cracks generated at the location around 0/8–1/5 mm away from the thinner edge. However, the cracks observed 2/0–2/5 mm away from the thinner edge in experiments were not shown in the simulation.

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Because of their widely generalized use in many industries, composites are the subject of many research campaigns. More particularly, the development of both accurate and flexible numerical models able to capture their intrinsically multiscale modes of failure is still a challenge. The standard finite element method typically requires intensive remeshing to adequately capture the geometry of the cracks and high accuracy is thus often sacrificed in favor of scalability, and vice versa. In an effort to preserve both properties, we present here an extended finite element method (XFEM) for large scale composite fracture simulations. In this formulation, the standard FEM formulation is partially enriched by use of shifted Heaviside functions with special attention paid to the scalability of the scheme. This enrichment technique offers several benefits since the interpolation property of the standard shape function still holds at the nodes. Those benefits include (i) no extra boundary condition for the enrichment degree of freedom, and (ii) no need for transition/blending regions; both of which contribute to maintaining the scalability of the code.

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Last, it is worth mentioning three approaches that were proposed to capture fracture processes in UDEC as an alternative to the adoption of a polygonal structure. Firstly, based on fracture mechanics considerations, a time-dependent joint cohesion was implemented by Kemeny (2005) to capture the progressive mechanical degradation during the failure of rock bridges along discontinuities. The model was validated using several laboratory-scale examples and then was used to investigate the time-dependent degradation of drifts for the storage of nuclear waste at Yucca Mountain. Secondly, Jiang et al. (2009) developed an expanded distinct element method (EDEM) based on UDEC whereby potential cracks, with bonding strengths equivalent to the rock matrix, are pre-distributed within the model based on the plastic regions and direction of principal stresses obtained from a preliminary elasto-plastic analysis. The approach was applied to the simulation of cracking around a large underground excavation in a blocky rock mass.

The effective plastic displacement coefficient for damage evolution modeling was optimized, with the coupon model, by comparing the simulated crack locations in the large spot-processed coupons with the experimental results. Figure 9 shows the simulated crack locations close to the middle plane. Different values of the effective plastic displacement coefficient were used for each simulation. The loading area is a 6/25 × 4 mm ellipse with the elliptical center 3/2 mm away from the thinner edge, as shown in Figure 9(a). The locations of the thinner edges and the loading areas in Figures 9(b) to 9(d) are the same as those shown in Figure 8(a). It was found that the cracks were located in three regions: (1) along the circumference of a 5/4 × 3 mm ellipse with its center coincident with that of the loading; (2) around 0/5 mm away from the thinner edge and 1/3 mm from the symmetric axis of the loading; and (3) along the thinner edge. The simulated crack locations are similar to the experimental observations shown in Figure 8(a), in terms of regions 1 and 2. In addition, with decreasing values of the effective plastic displacement coefficient, the length for crack occurrence along the circumference of the 5/4 × 3 mm ellipse increases.


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Specimens were prepared for three test groups—circumferential tension with a 90° edge crack (look at more info), circumferential tension with a 45° centre crack and radial tension with a 90° edge crack—with corresponding circumferential and radial tension crack-free control groups (figure 2). These test groups were chosen based on prior simulation results . As established by prior work , circumferential specimens were made with expanded grip regions to facilitate fibre loading. Ski region simulator 2020 crack internet.

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