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Studia Geotechnica et Mechanica
Volume 45 (2023): Numero 2 (June 2023)
Accesso libero
Safety of Steel Arch Support Operation During Rock Bursts Under Explosive Atmosphere Conditions
Andrzej Pytlik
Andrzej Pytlik
e
Witold Frąc
Witold Frąc
| 17 mar 2023
Studia Geotechnica et Mechanica
Volume 45 (2023): Numero 2 (June 2023)
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Article Category:
Research Article
Pubblicato online:
17 mar 2023
Pagine:
144 - 157
Ricevuto:
24 set 2021
Accettato:
05 gen 2023
DOI:
https://doi.org/10.2478/sgem-2023-0004
Parole chiave
arching support sliding joints
,
straight prop sliding joints
,
dynamic load capacity
,
kinetic coefficient of friction
,
thermal imaging
© 2023 Andrzej Pytlik et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.
Figure 1
Setup for testing straight and arching sliding joints (a) and picture of the test facility with an SV prop constructed from V32 sections (b).
Figure 2
Inspecting the emissivity e of the steel used to construct the V32 sections: (a) picture of the dryer with the sections; (b) thermal image.
Figure 3
Courses of sliding joint static load capacity Fs: (a) SV32 – two SDO32W shackles, Md = 450 N m; (b) SV32t – three SDO32W shackles, Md = 500 N m.
Figure 4
Pictures of sliding joints in an SV32t prop (three shackles in the joint).
Figure 5
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b).
Figure 6
Course of joint force and maximum temperature at an impact velocity vp = 2.45 m/s (a) and joint thermal image (b).
Figure 7
Course of joint force and maximum temperature at an impact velocity vp = 2.79 m/s (a) and joint thermal image (b).
Figure 8
Arching sliding joint (a, c), course of joint force and maximum temperature at an impact velocity vp = 0.55 m/s (b), and joint thermal image (d).
Figure 9
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a), picture of an arching joint (b), and joint thermal image (c).
Figure 10
SV32tw friction prop with four shackles: three shackles in the joint and one restraining shackle under the joint.
Figure 11
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b). 3 – lower shackle; 4 – restraining shackle.
Result compilation of SV32t straight sliding joint tests under dynamic loading.
Test no.
v
p
, m/s
z
, m
E
c
, J
N
d
, kN
T
max
, °C
1
2.05
140
25,556
183
169.6
2
110
23,387
213
3
95
33,256
235
4
2.45
155
33,256
215
175.5
5
160
33,617
210
6
150
45,293
219
7
2.79
230
45,293
197
234.1
8
205
43,485
212
9
205
43,485
212
Average
211
Standard deviation
14