Experimental Study of the Mechanical Characteristics of SIS300 Cos–Theta Dipolar Coils

2015 ◽  
Vol 25 (2) ◽  
pp. 1-5
Author(s):  
Stefania Farinon ◽  
Pasquale Fabbricatore ◽  
Riccardo Musenich ◽  
Giovanni Bellomo ◽  
Massimo Sorbi ◽  
...  
Keyword(s):  
Experimental Study ◽  
Mechanical Characteristics

Experimental Study on Mechanical Characteristics of Knitted-Dapped Metal Rubber

2013 ◽  
Vol 820 ◽  
pp. 67-70
Author(s):  
Tuo Li ◽  
Hong Bai Bai ◽  
Chun Hong Lu
Keyword(s):  
Experimental Study ◽  
Dynamic Characteristics ◽  
Mechanical Characteristics ◽  
Dynamic Tests ◽  
Static Stiffness ◽  
Static Tests ◽  
Metal Rubber ◽  
Low Stiffness

Knitted-dapped metal rubber was developed to solve problems of metal rubber with low stiffness and test samples with different sizes were manufactured. Static tests and dynamic tests were carried out to study influences of density and thickness on the static stiffness and influences of frequency, amplitude and preload on dynamic characteristics. Results show that static stiffness rises when density or thickness increases. Frequency has little influence on dynamic characteristics. Knitted-dapped metal rubber will have smaller stiffness and better characteristics of damping, if amplitude increases; if preload increases, energy consumed in the vibration will be more.

Experimental Study on Damage Mechanical Characteristics of Heat-Treated Granite under Repeated Impact

2018 ◽  
Vol 30 (11) ◽  
pp. 04018274 ◽  
Author(s):  
Zhiliang Wang ◽  
Nuocheng Tian ◽  
Jianguo Wang ◽  
Jiacai Liu ◽  
Li Hong
Keyword(s):  
Experimental Study ◽  
Mechanical Characteristics ◽  
Repeated Impact ◽  
Heat Treated

scholarly journals Experimental Study of the Mechanical Characteristics of a Rock-Like Material Containing a Preexisting Fissure under Loading and Unloading Triaxial Compression

2020 ◽  
Vol 2020 ◽  
pp. 1-12 ◽  
Author(s):  
Taoli Xiao ◽  
Mei Huang ◽  
Min Gao
Keyword(s):  
Experimental Study ◽  
Failure Mode ◽  
Mechanical Characteristics ◽  
Failure Modes ◽  
Shear Failure ◽  
Triaxial Compression ◽  
Tensile Failure ◽  
Underground Engineering ◽  
Inclination Angles ◽  
Loading And Unloading

An experimental study of a rock-like material containing a preexisting fissure subjected to loading and unloading triaxial compression is carried out, and the results show that the mechanical characteristics of the rock-like specimen depend heavily on the loading paths and the inclination of the fissure. The triaxial loading experiment results show that the failure strength linearly increases, while the residual strength linearly decreases with increasing inclination. Furthermore, specimens subjected to triaxial compression show an “X”-type shear failure mode. The triaxial unloading compression experimental results show that specimens with different inclination angles have various failure modes. Specimens with gentle inclinations show a tensile-shear mix failure mode, specimens with middle inclinations show a shear-sliding failure mode, and specimens with steep inclinations show a tensile failure mode. These findings can be used to forecast excavation-induced instabilities in deep underground engineering rock structures.

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