Art

J-GLOBAL ID：201902213017678532   Reference number：19A2425544

A unified analytical solution for elastic-plastic stress analysis of a cylindrical cavity in Mohr-Coulomb materials under biaxial in situ stresses

二軸in situ応力下のMohr-Coulomb材料における円筒空洞の弾塑性応力解析のための統一解析解【JST・京大機械翻訳】

Author (2)： Zhuang P.-Z. (Faculty of Engineering, School of Civil Engineering, University of Leeds, Leeds, UK; formerly, Faculty of Engineering, University of Nottingham, Nottingham, UK) ,  Yu H.-S. (Faculty of Engineering, School of Civil Engineering, University of Leeds, Leeds, UK.)
Material： Geotechnique
Volume： 69  Issue： 4  Page： 369-376  Publication year： 2019 
JST Material Number： C0072A  ISSN： 0016-8505  CODEN： GTNQA  Document type： Article
Article type： 原著論文  Country of issue： United Kingdom (GBR)  Language： ENGLISH (EN)

Abstract/Point： This paper presents a unified ...

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Thesaurus term： *biaxial ,  unloading ,  *stress analysis ,  *cylinder(hollow body) ,  elasticity(mechanical property) ,  medium ,  *elasto-plasticity ,  interface(surface) ,  *plasticity ,  conformal mapping ,  stress distribution ,  far field ,  *analytical solution ,  two dimension
Semi thesaurus term： 数値シミュレーション , 【Automatic Indexing@JST】

Author keywords (4)： elasticity ,  failure ,  plasticity ,  stress analysis

JST classification (2)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P) ,  Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A)

Terms in the title (7)： 二軸 ,  応力 ,  Coulomb ,  空洞 ,  弾塑性 ,  応力解析 ,  解析解