Yang Gui-tong

Taiyuan University of Technology

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Nian-Mei Zhang

University of Chinese Academy of Sciences

Hongwei Ma

First Affiliated Hospital of Jiangxi Medical College

Shanyuan Zhang

Fujian University of Traditional Chinese Medicine

Qiang Han

South China University of Technology

Longmao Zhao

Taiyuan University of Technology

Jianguo Ning

Shandong University of Science and Technology

Xiaopeng Yan

First Affiliated Hospital of Xi'an Jiaotong University

Zhihua Wang

Ningxia Medical University

Guo‐Min Yang

Fudan University

Shu Xuefeng

Taiyuan University of Technology

Cooperative Institutions

Walter de Gruyter (Germany)

Louisiana State University

Taiyuan University of Technology

Chinese Academy of Sciences

Beijing Institute of Technology

Peking University

Tsinghua University

University of Chinese Academy of Sciences

Xi'an Jiaotong University

Institute of Mechanics

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The Theoretical Foundation of Harmonic Society

Xitong bianzhengxue xuebao (2008)

Yang Gui-tong

In this paper we try to discuss the theoretical foundation of constructing a harmonic society in our country.There We again try to use the basic principles of Systen Dialectics,specially,to prove the Wu Jie's.Theorem:All the systens satified the Least Action Pinciple are harmonically.

Foundation (evidence)

Dialectic

Harmonic

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Citations (2)

Investigation of the dynamic buckling of doublewalled carbon nanotube subjected to axial periodic disturbing forces

Applied Mathematics and Mechanics (2005)

Sha Feng-huan Longmao Zhao Yang Gui-tong

10.1007/bf02440079

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Citations (3)

The impact torsional buckling of elastic cylindrical shells with arbitrary form imperfection

Applied Mathematics and Mechanics (1993)

Deyu Wang Shanyuan Zhang Yang Gui-tong

10.1007/bf02451358

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Citations (2)

Analytical model of ceramic/metal armor impacted by deformable projectile

Applied Mathematics and Mechanics (2006)

Xiaoqing Zhang Yang Gui-tong Xiaoqing Huang

Armour

Penetration (warfare)

10.1007/s10483-006-0302-1

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Citations (5)

A study of chaotic motion in elastic cylindrical shells

European Journal of Mechanics - A/Solids (1999)

Qiang Han Haiyan Hu Yang Gui-tong

Phase portrait

10.1016/s0997-7538(99)80021-7

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Citations (10)

The stability of a vertical single-walled carbon nanotube under its own weight

Materials & Design (1980-2015) (2004)

Genwei Wang Ya-Pu Zhao Yang Gui-tong

Dimensionless quantity

Aspect ratio (aeronautics)

Critical radius

10.1016/j.matdes.2004.01.003

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Citations (28)

The bifurcation problem of columns caused by elastic-plastic stress wave propagation

Applied Mathematics and Mechanics (1999)

Qiang Han Haiyan Hu Yang Gui-tong

Stress wave

Critical load

Elasticity

Reflection

10.1007/bf02464932

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Citations (3)

Dynamic buckling in the carbon nanotube under impact torque

Baozha yu chongji (2006)

Yang Gui-tong

The dynamic buckling in single-wall carbon nanotubes subjected to impact torque loading has been investigated with a continum model.A single-wall carbon nanotube can be modeled as an elastic cylindrical shell of semi-infinite length.The dynamic buckling under impact torque is reduced to a bifurcation problem caused by the torsion stress wave propagation.The bifurcation problem can be converted to the solutions for a set of nonlinear equations.The numerical computation has been carried out,and the effects of various parameters on the dynamic buckling are discussed.It is found that a single-wall carbon nanotube has powerful resistance to impact torque,the critical shearing stress for dynamic buckling may reach up to a few hundred GPa.

Shearing (physics)

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Studies on the displacement of soils subjected to the impact loading

Rock and Soil Mechanics (2005)

Yang Gui-tong

The dynamic compaction finite element equation and the numerical analysis method of soils subjected to the impact loading are established.Ansys-Ls-dyna software is used to analyze the soil dynamic response of Shanxi Fertilizer Factory's layer soils subjected to the impact loading.The distributed characteristics of displacement and its change courses are studied and compared with experimental figures.It proves that the calculation results approximate the experimental data.It results that the displacement influence scope of the impact load in the soils is an ellipsoid.The lateral reinforced radius from the center of loading is 2D(D is a the diameter of tamping hammer),the reinforced depth under the center of loading is also 2D or larger.

Hammer

Dynamic compaction

Ellipsoid

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Citations (2)

Catastrophe fracture of thin-wall pressure tubes

Applied Mathematics and Mechanics (2002)

Wei De-min Yang Gui-tong

Catastrophe Theory

Internal pressure

10.1007/bf02436555

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Citations (1)