Dynamic response of UHMWPE plates under combined shock and fragment loading

Zhao, Chun-Zheng; Qiang, Lu-Sheng; Zhang, Rui; Zhang, Qiancheng; Zhong, Jun-Yang; Zhao, Zhen-Yu; Lu, Tian Jian

doi:10.1016/j.dt.2022.09.011

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Calibration Of Rock Mass Model2

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Cited by 10 publications

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“…Figure 10(b)).It is also observed that except for severe damage at the corners of tunnel walls in the numerical result, the tunnel walls are predicted suffering only slightly damage, which is consistent with the test result fromZhou et al (2002).…”

supporting

confidence: 85%

“…(Wu et al, 2003;Zhou and Jenssen, 2009). Zhou et al (2002) reported that after the internal TNT explosion, ten similar craters on the floor of the rock chamber were formed underneath ten charges, and no obvious rockfall from roof and side walls was observed in the test. In the numerical simulation, ten craters with an approximate diameter of 3 m are also generated on the tunnel floor.…”

Section: Calibration Of Rock Mass Modelmentioning

confidence: 98%

“…In the numerical simulation, ten craters with an approximate diameter of 3 m are also generated on the tunnel floor. (Zhou et al, 2002), and (b) numerical simulation.…”

Section: Calibration Of Rock Mass Modelmentioning

confidence: 99%

“…Figure10. Damage comparisons between (a) experiment(Zhou et al, 2002), and (b) numerical simulation.…”

mentioning

confidence: 99%

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