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剪缩土的内时本构模型 被引量:4
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作者 王建国 范镜泓 《重庆大学学报(自然科学版)》 EI CAS CSCD 1991年第4期1-7,共7页
本文对内时理论在土壤中应用的三个问题进行了研究。首先,用微观扰动弹性概念和合理定义内蕴时间,建立一种新的内时本构模型,用以描述剪缩土的基本力学特性;其次,探讨了内时本构模型的破坏和屈服问题,详细研究了破坏函数F(σ,θ)的数学... 本文对内时理论在土壤中应用的三个问题进行了研究。首先,用微观扰动弹性概念和合理定义内蕴时间,建立一种新的内时本构模型,用以描述剪缩土的基本力学特性;其次,探讨了内时本构模型的破坏和屈服问题,详细研究了破坏函数F(σ,θ)的数学表达式与土破坏准则的关系;最后,讨论了只用一条静水压缩曲线和一条常规三轴压缩曲线确定模型参数的方法与步骤,并用粘土试验资料检验了模型。 展开更多
关键词 剪缩土 内时本构模型 弹性
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考虑多种强化机制土的内时弹塑性本构模型
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作者 姚安林 许书生 +3 位作者 曾祥国 王清远 赵师平 石宵爽 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2009年第1期54-59,共6页
为建立更符合实际情况的岩土的弹塑性应力应变模型,在考虑变形历史、围压、应变率、偏斜塑性变形对体积塑性变形影响引起的多种强化机制的基础上,合理地定义了广义时间标度,建立了考虑多种强化机制土和体量与偏量相互耦合的内时弹塑性... 为建立更符合实际情况的岩土的弹塑性应力应变模型,在考虑变形历史、围压、应变率、偏斜塑性变形对体积塑性变形影响引起的多种强化机制的基础上,合理地定义了广义时间标度,建立了考虑多种强化机制土和体量与偏量相互耦合的内时弹塑性本构关系。结合土的静水压缩载荷对偏斜响应影响小,而偏斜压缩载荷对体积响应影响大的实验事实,给出了模型参数分别用静水压缩实验数据和常规三轴实验数据确定的方法。用所建立的考虑多种强化机制的内时弹塑性本构模型对中密永定河砂的三轴响应进行了预测。由模型预测的砂土应力应变曲线与实验相吻合,并且能够较好的描述永定河砂的剪胀和剪缩现象。 展开更多
关键词 弹塑性 强化机制 内时本构模型 剪胀性
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Fluid solid coupling model based on endochronic damage for roller compacted concrete dam 被引量:4
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作者 顾冲时 魏博文 +1 位作者 徐镇凯 刘大文 《Journal of Central South University》 SCIE EI CAS 2013年第11期3247-3255,共9页
According to the characteristics of thin-layer rolling and pouting construction technology and the complicated mechanical behavior of the roller compacted concrete dam (RCCD) construction interface, a constitutive m... According to the characteristics of thin-layer rolling and pouting construction technology and the complicated mechanical behavior of the roller compacted concrete dam (RCCD) construction interface, a constitutive model of endochronic damage was established based on the endochronic theory and damage mechanics. The proposed model abandons the traditional concept of elastic-plastic yield surface and can better reflect the real behavior of rolled control concrete. Basic equations were proposed for the fluid-solid coupling analysis, and the relationships among the corresponding key physical parameters were also put forward. One three-dimensional finite element method (FEM) program was obtained by studying the FEM type of the seepage-stress coupling intersection of the RCCD. The method was applied to an actual project, and the results show that the fluid-solid interaction influences dam deformation and dam abutment stability, which is in accordance with practice. Therefore, this model provides a new method for revealing the mechanical behavior of RCCD under the coupling field. 展开更多
关键词 roller compacted concrete dam endochronic damage fluid-solid coupling analytical model
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Constitutive description for casting magnesium alloy involving void evolution
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作者 陈斌 袁权 +1 位作者 罗吉 范镜泓 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2010年第B07期467-470,共4页
In order to investigate the effect of microvoids on the mechanical behavior of casting magnesium alloy,a spherical void-cell model of the material was presented.The velocity and strain fields of the model were obtaine... In order to investigate the effect of microvoids on the mechanical behavior of casting magnesium alloy,a spherical void-cell model of the material was presented.The velocity and strain fields of the model were obtained from the assumption that the material matrix is homogeneous and incompressible.The hardening and softening functions,which respectively reflect the deformation-hardening and void-softening behaviors of the material,were presented and introduced to an endochronic constitutive equation for describing the mechanical behavior of the material including microvoids.The corresponding numerical algorithm and finite element procedure were developed and applied to the analyses of the elastoplastic response and the porosity of casting magnesium alloy ZL102.The computed results show satisfactory agreement with experimental data. 展开更多
关键词 casting magnesium alloy spherical void void volume fraction elastoplasticity constitutive model
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