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Author:

Lu, De-Chun (Lu, De-Chun.) (Scholars:路德春) | Yao, Yang-Ping (Yao, Yang-Ping.) | Zou, Bo (Zou, Bo.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

A unified expression describing the nonlinear characteristics of strengths of various materials on the π plane and the meridian plane is used in the generalized nonlinear strength theory. Thus a brand new system of the nonlinear strength theory is formed. The nonlinear strength theory is developed from the single nonlinear strength theory which can be just suitable to a certain material to the generalized nonlinear strength theory which can be suitable to various materials. Therefore, the system of strength theory is completed. The generalized nonlinear strength theory includes a series of the single nonlinear strength theories which have already existed and might appear in the future, such as Mises's criterion, SMP criterion, etc.. The superiority of the system of the generalized nonlinear strength which is suitable to various of materials is verified by the strength tests on clay, rock and concrete.

Keyword:

Strength of materials Stresses Clay Rocks Shear strength Concretes Constitutive models

Author Community:

  • [ 1 ] [Lu, De-Chun]Department of Civil Engineering, Beihang University, Beijing 100083, China
  • [ 2 ] [Lu, De-Chun]Institute of Geotechnical and Underground Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Yao, Yang-Ping]Department of Civil Engineering, Beihang University, Beijing 100083, China
  • [ 4 ] [Zou, Bo]Department of Civil Engineering, Beihang University, Beijing 100083, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

Year: 2007

Issue: 10

Volume: 28

Page: 2009-2016

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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