Dynamic Compressive Behavior of Granite under Active Confinement

Gang Chen; Yu Chun Kuang; Xi Cheng Huang; Ai Min Xu

doi:10.4028/www.scientific.net/AMR.291-294.1227

Paper Titles

Study on CH₄ Adsorption onto the Surfaces of Perovskite ABO₃ ( A=La, Ba; B=Zr, Co, Ce) by Density Functional Theory
p.1208

Analysis in Atmospheric Corrosion Behavior of Bainite Steel Exposed in Offshore Platform Based on the Artificial Neural Network
p.1212

Temperature Field Simulation of Flame Deformation Correction for Thin Plate
p.1217

Study on Injecting Forming Technology of Railway Locomotive Bearing Retainer
p.1223

Dynamic Compressive Behavior of Granite under Active Confinement
p.1227

Design and Fabrication of Blood Drawing Device
p.1233

Surface Modeling Design and Temperature Field Analysis about Air Intake Cover Based on Pro/E Software
p.1237

Electro-Conductive Property of Polymeric Composite under Impact Loading Using a Modified SHPB
p.1243

Duplex Stainless Steel Microstructure Display and Microscopic Study
p.1247

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 291-294Dynamic Compressive Behavior of Granite under...

Dynamic Compressive Behavior of Granite under Active Confinement

Abstract:

The behaviour of geologic material such as granite under impact loading is involved in the study of safety requirements of structures in extreme simulations such as earthquakes, accidental impacts or explosions. Based on incident pulse shaping design of quasi-brittle material for dynamic tests, experiments on granite under uniaxial and active confinement conditions are conducted with the split Hopkinson pressure bar(SHPB). By adding the soft material mass as the pulse shaper, the stress uniformity in the specimens before fracture is ensured and the fluctuation of test data due to incident stress pulse is avoid. The experimental results show that the compressive strength is increasing with the strain rate and the confined pressure. The fragments size decreases with the strain rate. The research method and conclusion could be used to analyze the dynamic behavior of the other brittle materials.

You might also be interested in these eBooks

Materials Processing Technology, AEMT2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 291-294)

Pages:

1227-1232

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.291-294.1227

Citation:

Cite this paper

Online since:

July 2011

Authors:

Gang Chen, Yu Chun Kuang, Xi Cheng Huang, Ai Min Xu

Keywords:

Confined Pressure, Granite, Pulse Shaper, Split Hopkinson Pressure Bar (SHPB)

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] Wu Delun, YE Zhang Ping. Confining pressure SHPB test theory and application [C], the Third National Conference of rock dynamics, Guilin, (1992)

Google Scholar

[2] Xue Zhigang, Hu Shi-Sheng . Dynamic behavior of cement mortar under confinement [J]. Engineering Mechanics, Vol.25, No.12, (2008)

Google Scholar

[3] Gary G, Bailly P. Behaviour of quasi-brittle material at high strain rate. Experiment and modeling [J]. European Journal of Mechanics, A/solids, 1998, 17(3): 403 ― 420.

DOI: 10.1016/s0997-7538(98)80052-1

Google Scholar

[4] LU Xiaocong, XU Jinyu, GE Honghai, et al. Effects of confining pressure on mechanical behaviors of sandstone under dynamic impact loads [J]. Chinese Journal of Rock Mechanics and Engineering, Vol.29 No.1, (2010)

Google Scholar