2018
DOI: 10.1177/1056789518772619
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Impact fracture behaviors of three-dimensional braided composite U-notch beam subjected to three-point bending

Abstract: Impact fracture behaviors of three-dimensional braided composites are critical to designing the braided composite parts. Here we report the impact fracture behaviors of three-dimensional braided composite U-notch beam tested on a modified split Hopkinson pressure bar. Crack mouth opening displacement, deformation process, and crack evolutions were recorded with high-speed photography camera. The digital image correlation method was used to calculate deformation contours of the braided composite. A microstructu… Show more

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Cited by 13 publications
(7 citation statements)
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“…An initial velocity is assigned to the indenter along loading direction according to the corresponding impact energy. While modeling the contact between the indenter and the specimen, ‘frictionless’ and ‘hard’ interaction properties (Shi et al., 2019) are adopted. After impact test, the deformed parts with damage was transported to the residual flexural testing model (as shown in Figure 3(b)).…”
Section: Development Of Meso-scale Fe Modelmentioning
confidence: 99%
“…An initial velocity is assigned to the indenter along loading direction according to the corresponding impact energy. While modeling the contact between the indenter and the specimen, ‘frictionless’ and ‘hard’ interaction properties (Shi et al., 2019) are adopted. After impact test, the deformed parts with damage was transported to the residual flexural testing model (as shown in Figure 3(b)).…”
Section: Development Of Meso-scale Fe Modelmentioning
confidence: 99%
“…In some researches, using DIC method, the displacement fields in the direction perpendicular to the crack propagation path have been used for measuring the FPZ length (Wu et al., 2011). Researchers have used different types of materials such as, concrete (Duan et al., 2007; Tejchman, 2010; Skarżyński et al., 2011), rock (Zietlow and Labuz, 1998), ceramic (Bažant and Kazemi, 1990) and asphalt (Li and Marasteanu, 2010) in their studies.…”
Section: Introductionmentioning
confidence: 99%
“…There is no doubt that the failure mode is more serious and the lateral displacement is greater with the decrease of the braiding angle and ambient temperature. For the beams with 20 and 30 , the resin cracks propagated along the braiding angle direction rather than the perpendicular direction that often occurred for isotropic materials (Shi et al, 2019), while the beam with 40 peeled off directly. Some beams ruptures at the clamped position at 90 C and 150 C. The possible reasons are the impact position and clamped positions of the beam have the maximum stress concentration at elevated temperatures, and the clamped position cannot withstand the large deformation.…”
Section: Thermomechanical Coupling Failure Analysismentioning
confidence: 96%