Fuqiang. Gao

Work place: Department of Civil Engineering, Luoyang Institute of Science and Technology, Henan, Luoyang 471023, China

E-mail: fuqianggao@yahoo.cn

Website:

Research Interests: Computational Engineering, Engineering

Biography

Fuqiang Gao, born on October 26, 1980, graduated from Engineering Mechanics and obtained Ph.D in Beijing Institute of Technology on July 2009. His main research interests are in dynamics and computational mechanics of rock.He is a teacher of Luoyang Institute of Science and Technology currently, and has published more than 10 articles, such as, “Numerical Analysis of Dynamic Mechanical Response on Rock Material, Wuhan China, IEEE press, ICIECS2010”, and “Experimental investigation into impact properties of confining pressure rock, International Symposium on Safety Science and Technology, Hangzhou China, 2010”.Dr. Gao is the member of china society of engineering blasting, he obtained the outstanding graduate award of Beijing Institute of Technology, his hobby is fishing.

 

Author Articles
Numerical Analysis of Dynamic Mechanical Properties for Rock Sample under Strong Impact Loading

By Fuqiang. Gao Aijun Hou Xiaolin Yang

DOI: https://doi.org/10.5815/ijieeb.2010.02.02, Pub. Date: 8 Dec. 2010

Stress wave propagation effect and failure characteristic of limestone were studied by one-stage light-gas gun induced-plate impact experiment technology. The experiment results indicate that dispersion effect and attenuation characteristic exist in impacting rock. The failure of rock sample has division characteristics, which are head failure zone, middle tension-compression failure zone and tail fracture failure zone. On this basis, the dynamic mechanical response of rock target under impact loading was analyzed by LS-DYNA finite element method. Stress-time curves in different impact velocities were obtained by sensors buried in rock target. The comparative analysis of experiment and simulation show that the main reason of rock failure is the joint action of longitudinal compression wave and transverse sparse wave, and the conclusions have some significance on guiding farther dynamic mechanical experiment of rock.

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