scholarly journals Radial stiffness of rock bolt samples and required thickness of the steel tube in impact tests

Author(s):  
Tongbin Zhao ◽  
Yubao Zhang ◽  
Charlie C. Li
1989 ◽  
Vol 3 (4) ◽  
pp. 235
Author(s):  
W.R. Duguid ◽  
P.A. Funnell
Keyword(s):  

1989 ◽  
Vol 17 (3) ◽  
pp. 184-200 ◽  
Author(s):  
R. Hanada ◽  
T. Nagumo ◽  
T. Mashita

Abstract Automobile handling can be greatly improved by reducing the phase lag of tire cornering force behind imposed distortion. We have shown experimentally that this lag is related to in-plane stiffness of the belt and to radial, lateral, and circumferential stiffnesses of the sidewall. While the cornering stiffness is related to the belt rigidity, either can be changed without affecting the sidewall stiffnesses. The cornering stiffness, for example, is sensitive to design factors such as tread compound and tread pattern. The radial, lateral, and circumferential sidewall stiffnesses, however, are mutually perpendicular at a given point in a tire, so they cannot be changed independently of each other. In order to reduce the phase lag of the cornering force, the lateral and circumferential stiffnesses must be increased with a minimum increase in radial stiffness. This can be done by either lowering the radial location of the maximum section width of the inflated tire or by proper changes in material and/or design elements of the sidewall.


2018 ◽  
Vol 15 (1) ◽  
pp. 59
Author(s):  
NAZRUL AZMI AHMAD ZAMRI ◽  
CLOTILDA PETRUS ◽  
AZMI IBRAHIM ◽  
HANIZAH AB HAMID

The application of concrete filled steel tubes (CFSTs) as composite members has widely been used around the world and is becoming popular day by day for structural application especially in earthquake regions. This paper indicates that an experimental study was conducted to comprehend the behaviour of T-stub end plates connected to concrete filled thin-walled steel tube (CFTST) with different types of bolts and are subjected to pullout load. The bolts used are normal type bolt M20 grade 8.8 and Lindapter Hollo-bolt HB16 and HB20. A series of 10 mm thick T-stub end plates were fastened to 2 mm CFTST of 200 mm x 200 mm in cross-section. All of the specimens were subjected to monotonic pull-out load until failure. Based on test results, the Lidapter Hollo-bolts showed better performance compare to normal bolts. The highest ultimate limit load for T-stub end plate fasten with Lindapter Hollo-bolt is four times higher than with normal bolt although all end plates show similar behaviour and failure mode patterns. It can be concluded that T-stub end plate with Lindapter Hollo-bolt shows a better performance in the service limit and ultimate limit states according to the regulations in the design codes.


2019 ◽  
Vol 10 ◽  
pp. 35-43
Author(s):  
A.A. Zubkov ◽  
◽  
V.N. Kalmykov ◽  
I.M. Kutlubaev ◽  
M.S. Naydenova ◽  
...  
Keyword(s):  

2020 ◽  
Vol 34 (1) ◽  
pp. 26-37
Author(s):  
S.I. Gerasimov ◽  
V.I. Erofeev ◽  
V.A. Kikeev ◽  
O.V. Krivosheev ◽  
V.I. Kostin ◽  
...  
Keyword(s):  

1936 ◽  
Vol 3 (0) ◽  
pp. 47-57
Author(s):  
Heikaku Tanabe ◽  
Titosi Katuta ◽  
Tozo Azuma
Keyword(s):  

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