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Effect of flow stress—strain relation on forming limit of 5754O aluminum alloy 被引量:3
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作者 王海波 万敏 阎昱 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2012年第10期2370-2378,共9页
A modified Swift type flow stress—strain relation was presented in order to describe the uniaxial tension test curve reasonably. The FLD-strain (forming limit diagram made up of limit strain) of 5754O aluminum allo... A modified Swift type flow stress—strain relation was presented in order to describe the uniaxial tension test curve reasonably. The FLD-strain (forming limit diagram made up of limit strain) of 5754O aluminum alloy sheet was calculated based on the two flow stress—strain relations using Yld2000-2d yield function. By comparing the theoretical and experimental results, it is found that the calculated FLD-strain based on the modified Swift flow stress—strain relation can reasonably describe the experimental results. However, though the common Voce flow stress—strain relation can describe the deformation behavior during homogenous deformation phase accurately, the FLD-strain calculated based on it is obviously lower than the experimental result. It is concluded that the higher the hardening rate of sheet metal is, the higher the forming limit is. A method for determining the reasonable flow stress—strain relation is recommended for describing the material behavior during inhomogenous phase and the forming limit of sheet metal. 展开更多
关键词 aluminum alloy forming limit sheet metal flow stress—strain relation inhomogenous deformation
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THE GENERAL STRESS STRAIN RELATION OF SOILS INVOLVING THE ROTATION OF PRINCIPAL STRESS AXES
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作者 刘元雪 郑颖人 陈正汉 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1998年第5期437-444,共8页
In the light of matrix theory, the character of stress increment which causes the rotation of principal stress axes is analysed and the general stress increment is decomposed into two parts: coaxial part and rotationa... In the light of matrix theory, the character of stress increment which causes the rotation of principal stress axes is analysed and the general stress increment is decomposed into two parts: coaxial part and rotational part. Based on these, the complex three dimensional (3-D) problem involving the rotation of principal stress axes is simplified to the combination of the 3-D coaxial model and the theory about pure rotation of principal stress axes that is only around one principal stress axes. The difficulty of analysis is reduced significantly. The concrete calculating method of general 3-D problem is provided and other applications are also presented. 展开更多
关键词 matrix theory principal stress axes rotation decomposition of stress increment stress strain relation SOILS
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NUMERICAL SIMULATION FOR DEFORMATION OF NANO-GRAINED METALS 被引量:2
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作者 杨卫 洪伟 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2002年第5期506-515,共10页
Electro-deposition technique is capable of producing nano-grained bulk copper specimens that exhibit superplastic extensibility at room temperature. Metals of such small grain sizes deform by grains sliding,with littl... Electro-deposition technique is capable of producing nano-grained bulk copper specimens that exhibit superplastic extensibility at room temperature. Metals of such small grain sizes deform by grains sliding,with little distortion occur- ring in the grain cores.Accommodation mechanisms such as grain boundary diffusion, sliding and grain rotation control the kinetics of the process.Actual deformation min- imizes the plastic dissipation and stored strain energy for representative steps of grain neighbor switching.Numerical simulations based on these principles are discussed in this paper. 展开更多
关键词 nano-grained metals grain boundary sliding grain rotation stress strain relation
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Experimental Study of Concrete Column Shape Modification Using Fiber Reinforced Polymer Composite Shells and Expansive Cement Concrete
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作者 Zihan Yan Chris P. Pantelides 《Journal of Civil Engineering and Architecture》 2010年第2期1-7,共7页
Fiber Reinforced Polymer (FRP) composites are an effective material for strengthening circular concrete columns. The effectiveness of FRP confinement for square and rectangular columns is greatly reduced due to stre... Fiber Reinforced Polymer (FRP) composites are an effective material for strengthening circular concrete columns. The effectiveness of FRP confinement for square and rectangular columns is greatly reduced due to stress concentrations at the sharp comers and loss of the membrane effect at the fiat sides of the cross-section. Shape modification can eliminate the effects of column comers and flat sides, and thereby restore the membrane effect and improve the compressive behavior of FRP-confined square and rectangular concrete columns. Shape modification using chemical post-tensioning, achieved by using expansive cement concrete, is described and several mix designs for obtaining the optimal level of expansion are presented. In addition, parametric studies regarding the optimal geometry of the shape-modified cross-section are presented utilizing the analytical model. 展开更多
关键词 Chemical post-tensioning concrete columns CONFINEMENT expansive cement concrete fiber reinforced polymers post tensioning stress strain relations.
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