scholarly journals EXPERIMENTAL STUDY ON COLLAPSE BEHAVIOR OF WEAK-BEAM PLANAR FRAME SUBJECTED TO REPEATED HORIZONTAL LOADING : Part II Growth phenomena of bow-shaped deformation mode and drift of sway-mode vibration center under dynamic loading

Author(s):  
Hiroshi TAGAWA ◽  
Koji UETANI ◽  
Atsushi TACHIBANA ◽  
Nobutoshi YOSHIDA
1999 ◽  
Vol 42 (S1) ◽  
pp. 30-37 ◽  
Author(s):  
Jianming Zhang ◽  
Yuanlin Zhu ◽  
Jiayi Zhang

2017 ◽  
Vol 50 (2) ◽  
pp. 41-62
Author(s):  
Ahmad Mardoukhi ◽  
Timo Saksala ◽  
Mikko Hokka ◽  
Veli-Tapani Kuokkala

This paper presents a numerical and experimental study on the mechanical behavior of plasma shocked rock. The dynamic tensile behavior of plasma shock treated Balmoral Red granite was studied under dynamic loading using the Brazilian disc test and the Split Hopkinson Pressure Bar device. Different heat shocks were produced on the Brazilian disc samples by moving the plasma gun over the sample at different speeds. Microscopy clearly showed that as the duration of the thermal shock increases, the number of the surface cracks and their complexity increases (quantified here as the fractal dimension of the crack patterns) and the area of the damaged surface grows larger as well. At the highest thermal shock duration of 0.80 seconds the tensile strength of the Brazilian disc sample drops by approximately 20%. In the numerical simulations of the dynamic Brazilian disc test, this decrease in tensile strength was reproduced by modeling the plasma shock induced damage using the embedded discontinuity finite element method. The damage caused by the plasma shock was modeled by two methods, namely by pre-embedded discontinuity populations with zero strength and by assuming that the rock strength is lowered and conform to the Weibull distribution. This paper presents a quantitative assessment of the effects of the heat shock, the surface microstructure and mechanical behavior of the studied rock, and a promising numerical model to account for the pre-existing crack distributions in a rock material.


1983 ◽  
Vol 7 (8) ◽  
pp. 24-28 ◽  
Author(s):  
J.G. BEESE ◽  
H. CLARKE ◽  
P.W. PRICKETT

2007 ◽  
Vol 23 (6) ◽  
pp. 689-698 ◽  
Author(s):  
Xiaobing Lu ◽  
Yongren Wu ◽  
Bintian Jiao ◽  
Shuyun Wang

2018 ◽  
Vol 174 ◽  
pp. 02018
Author(s):  
Anatoliy Bragov ◽  
Andrey Lomunov ◽  
Alexander Konstantinov ◽  
Dmitriy Lamzin ◽  
Leopold Kruszka

The results of experimental study of mechanical properties of samples of lime-sand brick under dynamic loading are presented. The tests were carried out using the traditional Kolsky method and its modification - dynamic splitting (the so-called «Brazilian test»). The laws of change in strength, strain, time properties and energy intensity of the investigated material are established in the strain rate range of 5·102-2.5·103 s-1 under compression and in the stress rate range of 2·101-3·102 GPa/s under tension.


Sign in / Sign up

Export Citation Format

Share Document