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Dive into the research topics where Zhang Yong-xing is active.

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Featured researches published by Zhang Yong-xing.


Applied Mathematics and Mechanics-english Edition | 2004

Analysis of the localization of damage and the complete stress-strain relation for mesoscopic heterogeneous brittle rock subjected to compressive loads

Zhou Xiao-ping; Zhang Yong-xing; Ha Qiu-ling; Wang Jian-hua

A micromechanics-based model is established. The model takes the interaction among sliding cracks into account, and it is able to quantify the effect of various parameters on the localization condition of damage and deformation for brittle rock subjected to compressive loads. The closed-form explicit expression for the complete stress-strain relation of rock containing microcracks subjected to compressive loads was obtained. It is showed that the complete stress-strain relation includes linear elasticity, nonlinear hardening, rapid stress drop and strain softening. The behavior of rapid stress drop and strain softening is due to localization of deformation and damage. Theoretical predictions have shown to be consistent with the experimental results.


Applied Mathematics and Mechanics-english Edition | 2004

Analysis of the Localization of Damage and the Complete Stress-Strain Relation for Mesoscopic Heterogeneous Rock Under Uniaxial Tensile Loading

Zhou Xiao-ping; Wang Jian-hua; Zhang Yong-xing; Ha Qiu-ling

The mechanical behavior of rock under uniaxial tensile loading is different from that of rock under compressive loads. A micromechanics-based model was proposed for mesoscopic heterogeneous brittle rock undergoing irreversible changes of their microscopic structures due to microcrack growth. The complete stress-strain relation including linear elasticity, nonlinear hardening, rapid stress drop and strain softening was obtained. The influence of all microcracks with different sizes and orientations were introduced into the constitutive relation by using the probability density function describing the distribution of orientations and the probability density function describing the distribution of sizes. The influence of Weibull distribution describing the distribution of orientations and Rayleigh function describing the distribution of sizes on the constitutive relation were researched. Theoretical predictions have shown to be consistent with the experimental results.


Chinese journal of rock mechanics and engineering | 2012

EXPERIMENTAL INVESTIGATIONS ON STATIC LOADING RATE EFFECTS ON MECHANICAL PROPERTIES AND ENERGY MECHANISM OF COARSE CRYSTAL GRAIN MARBLE UNDER UNIAXIAL COMPRESSION

Zhang Yong-xing


Journal of Civil,Architectural & Environmental Engineering | 2009

Analysis on Influence of Fault Location and Strength on Deformation and Stress Distribution of Surrounding Rocks of Large Underground Openings

Zhang Yong-xing


Chinese Journal of Geotechnical Engineering | 2008

Analysis on characteristics of dynamic signal for bolt anchorage system

Zhang Yong-xing


Engineering mechanics | 2010

STUDY ON THE GEORISK MIS OF HIGH SLOPES AT MOUNTAINOUS REGION CITIES

Zhang Yong-xing


The Chinese Journal of Geological Hazard and Control | 2008

Visual simulation of rock-fall of slope based on particle flow theory

Zheng Zhi-neng; Zhang Yong-xing


Chinese journal of rock mechanics and engineering | 2005

STUDY OF EXCAVATION METHOD FOR ULTRA-SHALLOW-BURIED LIGHT RAILWAY STATION TUNNELS WITH LARGE SPAN

Zhang Yong-xing


Chinese journal of rock mechanics and engineering | 2005

STUDY ON ARCH ACTION AND EARTH PRESSURE THEORY FOR CULVERTS UNDER HIGH EMBANKMENT

Zhang Yong-xing


Journal of Chongqing University | 2013

Application of FEM strength reduction method to geotechnical engineering with the consideration of tension and shear failures

Zhang Yong-xing

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Zheng Zhi-neng

Chongqing Jiaotong University

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Guo Chao

Chongqing University

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Wang Jian-hua

Shanghai Jiao Tong University

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Chen Hong-kai

Chongqing Jiaotong University

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