Please wait a minute...
Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

Postal Subscription Code 80-968

2018 Impact Factor: 1.272

Front. Struct. Civ. Eng.    2007, Vol. 1 Issue (3) : 329-333    https://doi.org/10.1007/s11709-007-0043-x
Unified solution of limit loads of thick wall cylinder subject to external pressure considering strain softening
CHEN Changfu, XIAO Shujun, YANG Yu
Geotechnical Institute, Hunan University, Changsha 410082, China
 Download: PDF(501 KB)  
 Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks
Abstract Based on the unified strength theory [1], a unified strength criterion for strain softening materials, such as concrete or rock, was derived, and the elastic and plastic limit loads of a thick-walled cylinder made of these materials subject to external pressure were also given. In addition, the influence of some factors on the limit loads of such cylinders as the ratio of the external radius to internal radius,rb/ra, the coefficient b, which reflects the effect of medium principal stress and the normal stress of the relevant surface on the material destroy degree, the ratio of tensile strength to compressed strength of the material, α, and the damage variable β>/em> were discussed in detail. Some examples were given and some meaningful results were obtained.
Issue Date: 05 September 2007
 Cite this article:   
XIAO Shujun,CHEN Changfu,YANG Yu. Unified solution of limit loads of thick wall cylinder subject to external pressure considering strain softening[J]. Front. Struct. Civ. Eng., 2007, 1(3): 329-333.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-007-0043-x
https://academic.hep.com.cn/fsce/EN/Y2007/V1/I3/329
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed