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DEFORMATION LOCALIZATION AND SHEAR BAND FRACTURE IN STRONG ANISOTROPY SHEET TENSION 被引量:1
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作者 胡平 李大永 崔波 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 1997年第2期143-152,共10页
The tensile deformation localization and the shear band fracture behaviors of sheet metals with strong anisotropy are numerically simulated by using Updating Lagrange finite element method, Quasi-how plastic constitut... The tensile deformation localization and the shear band fracture behaviors of sheet metals with strong anisotropy are numerically simulated by using Updating Lagrange finite element method, Quasi-how plastic constitutive theory([1]) and B-L planar anisotropy yield criterion([2]). Simulated results are compared with experimental ones. Very good consistence is obtained between numerical and experimental results. The relationship between the anisotropy coefficient R and the shear band angle theta is found. 展开更多
关键词 deformation localization and shear band fracture planar anisotropy sheet metal tension finite element method
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Expression of transforming growth factor-β in local bony callus in traumatic brain injury combined with extremity fracture in rats
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作者 张胜利 《外科研究与新技术》 2011年第2期115-115,共1页
Objective To investigate gene expression of transforming growth factor-β(TGF-β)in local bony callus in tracumatic brain in jury combined with extremity long bone fracture in rats.Methods Eighty male SD rats were ran... Objective To investigate gene expression of transforming growth factor-β(TGF-β)in local bony callus in tracumatic brain in jury combined with extremity long bone fracture in rats.Methods Eighty male SD rats were randomized into 2 even 展开更多
关键词 in local bony callus in traumatic brain injury combined with extremity fracture in rats Expression of transforming growth factor
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The Three-Stage Model Based on Strain Strength Distribution for the Tensile Failure Process of Rock and Concrete Materials
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作者 Rukun Guo Shihai Li Dong Zhou 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2016年第5期514-526,共13页
A three-stage model is introduced to describe the tensile failure process of rock and concrete materials.Failure of the material is defined to contain three stages in the model,which include elastic deformation stage,... A three-stage model is introduced to describe the tensile failure process of rock and concrete materials.Failure of the material is defined to contain three stages in the model,which include elastic deformation stage,body damage stage and localization damage stage.The failure mode change from uniform body damage to localization damage is expressed.The heterogeneity of material is described with strain strength distribution.The fracture factor and intact factor,defined as the distribution function of strain strength,are used to express the fracture state in the failure process.And the distributive parameters can be determined through the experimental stress-strain curve. 展开更多
关键词 fractured heterogeneity rock tensile Strain localization intact granite softening macroscopic
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