scholarly journals TO THE SUBSTANTIATION OF THE IMPACT-WAVE METHOD FOR ROOF BOLTING CONTROL

Author(s):  
S. Skipochka ◽  
◽  
V. Sergienko ◽  
I. Krasovskiy ◽  
◽  
...  
1986 ◽  
Vol 25 (5) ◽  
pp. 402-405
Author(s):  
A. M. Kaunov ◽  
L. N. Burminskaya ◽  
V. M. Bukin ◽  
I. M. Ryadinskaya

Fuel ◽  
2018 ◽  
Vol 228 ◽  
pp. 10-22 ◽  
Author(s):  
Swarup Y. Jejurkar ◽  
Geetanjali Yadav ◽  
D.P. Mishra

2014 ◽  
Vol 941-944 ◽  
pp. 2547-2552
Author(s):  
Yuan Yuan Zhou ◽  
Jun Lin Wan ◽  
Ya Wei Zhao ◽  
Qin Jian Mao

Experiment research aiming at the anti-explosion capability of the refuge chamber is a complex work with high costs. By using finite element analysis, however, could avoid this issue and implement the simulation and analysis more effectively. Based on transient dynamics approach, numerical simulation calculation and analysis of the dynamic response of the refuge chamber under the impact caused by gas explosion are presented in this paper. The results indicate that, when the refuge cabin under specified explosion impact wave stress, the maximum stress of the cabin is 370.8MPa,which is under the ultimate strength, and the maximum impact wave deformation of the cabin is 9.43mm, which is under the maximum permissive deformation (20mm), therefore the rigidity and the strength of the cabin both meet the demands. The refuge chamber presented in this paper, which remain the integrity of the cabin and the safety of the structure under specified explosion impact, has good anti-explosion ability, and could implemmet the emergency risk avoiding effectively.


2020 ◽  
Author(s):  
Yuri Konovalov

<p>The propagation of high-frequency elastic-flexural waves through an ice shelf was modeled by a full 3-D elastic model, which also takes into account sub-ice seawater flow. The sea water flow is described by the wave equation. Numerical experiments were undertaken both for an intact ice shelf free of crevasses, which has idealized rectangular geometry, and for a crevasse-ridden ice shelf. The crevasses were modeled as triangle/rectangular notches into the ice shelf. The obtained dispersion spectra (the dispersion curves describing the wavenumber/periodicity relation) are not continuous. The spectra reveal gaps that provide the transition from n-th mode to (n+1)-th mode. These gaps are observed both for an intact ice shelf free of crevasses and for a crevasse-ridden ice shelf. They are aligned with the minimums in the amplitude spectrum. That is the ice shelf essentially blocks the impact wave at this transition. However, the dispersion spectrum obtained for a crevasse-ridden ice shelf, has a qualitatively difference from that obtained for an intact ice shelf free of crevasses. Moreover, the dispersion spectrum obtained for a crevasse-ridden ice shelf reveals the band gap – the zone there no eigenmodes exist (Freed-Brown and others, 2012). The numerical experiments with the crevasse-ridden ice tongue that is 16 km in longitudinal extent, 0.8km width and 100m thick, were undertaken for a wide range of the periodicities of the incident wave: from 5 s to 250 s. The obtained dispersion spectra reveal two band gaps in this range: the first band gap at about 20 s and the second band gap at about 7 s for 1km spatial periodicity of the crevasses. The width of the band gap significantly increases when the crevasses depth increases too. Respectively, the amplitude spectra reveal significantly increasing area of periodicities/frequencies where the ice shelf blocks the impact wave.</p><p><strong>References</strong></p><p>Freed-Brown, J., Amundson, J., MacAyeal, D., & Zhang, W. (2012). Blocking a wave: Frequency band gaps in ice shelves with periodic crevasses. Annals of Glaciology, 53(60), 85-89. doi:10.3189/2012AoG60A120</p><p>Konovalov, Y.V. (2019). Ice-shelf vibrations modeled by a full 3-D elastic model. Annals of Glaciology, 1-7. doi:10.1017/aog.2019.9</p>


2019 ◽  
Vol 27 (2(134)) ◽  
pp. 68-73
Author(s):  
Marcin H. Struszczyk ◽  
Marcin Łandwijt ◽  
Bożena Wilbik-Hałgas ◽  
Magdalena Cichecka ◽  
Wiesława Urbaniak-Domagała ◽  
...  

asas


2017 ◽  
Vol 28 (0) ◽  
pp. 35-45 ◽  
Author(s):  
Satoshi Iwano ◽  
Shinya Uchida ◽  
Takayuki Fumoto ◽  
Mitsuo Ozawa

1993 ◽  
Vol 60 (1) ◽  
pp. 45-50
Author(s):  
G. Grasso Macola ◽  
G.L. Tonazzi ◽  
G. Gatti ◽  
S. Carpanp ◽  
V. Giudice

To evaluate a possible onset of “biological effects” following ESWL lithotripsy, the Authors measured urinary excretion levels of two enzymes, NAG and GGT. In fact, a rise in the levels of these enzymes is regarded as an early and sensitive sign of renal injury. Fourteen patients with no complicated renal lithiasis were selected; the enzymatic levels before and after a single treatment with Lithostar Plus, a lithotriptor supplied with an electromagnetic impact wave generator, were measured. The results show that a single treatment doesn't produce any significant variation in their excretion. These results were discussed and their significance analysed. Probably, they could be explained by the lower pressure produced in the focal area by the impact wave, due to an electromagnetic generator.


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