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The Principle of Interaction between Plastic Volumetric and Shear Strains for Unsaturated Soils 被引量:1
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作者 Wang Jingtao1,2(1.Department of Architectural Engineering,Xinyang Normal University,Xinyang,Henan,464000,China 2.School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan,430074,China) 《工程科学(英文版)》 2007年第3期51-56,共6页
The principle of interaction between plastic volumetric and shear strains for rock and soil has been extended to the field of unsaturated soils.Two new interactions of suction-plastic volumetric strain and pore air pr... The principle of interaction between plastic volumetric and shear strains for rock and soil has been extended to the field of unsaturated soils.Two new interactions of suction-plastic volumetric strain and pore air pressure-plastic volumetric strain appear in the unsaturated state of a soil except the interaction between plastic volumetric and shear strains.It is very important to find that the suction possesses a dual property,which is the origin of generating its special functions.Thereby the effect of the suction on volumetric strain includes two opposite aspects.By means of this property of suction,the physical significance of effective stress parameter,effects of suction on volume change and preconsolidation pressure,and the mechanism of collapse upon wetting all can be explained.In addition,it is theoretically proved by application of this principle of interaction that the critical state line for unsaturated soils exists,and is unique and independent of the stress history. 展开更多
关键词 the PRINCIPLE of INTERACTION BETWEEN plastic VOLUMETRIC and shear strains UNSATURATED soil matric suction the PRINCIPLE of effective stress
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Calculation of temperature distribution in adiabatic shear band based on gradient-dependent plasticity 被引量:8
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作者 王学滨 《中国有色金属学会会刊:英文版》 CSCD 2004年第6期1062-1067,共6页
A method for calculation of temperature distribution in adiabatic shear band is proposed in terms of gradient-dependent plasticity where the characteristic length describes the interactions and interplaying among micr... A method for calculation of temperature distribution in adiabatic shear band is proposed in terms of gradient-dependent plasticity where the characteristic length describes the interactions and interplaying among microstructures. First, the increment of the plastic shear strain distribution in adiabatic shear band is obtained based on gradient-dependent plasticity. Then, the plastic work distribution is derived according to the current flow shear stress and the obtained increment of plastic shear strain distribution. In the light of the well-known assumption that 90% of plastic work is converted into the heat resulting in increase in temperature in adiabatic shear band, the increment of the temperature distribution is presented. Next, the average temperature increment in the shear band is calculated to compute the change in flow shear stress due to the thermal softening effect. After the actual flow shear stress considering the thermal softening effect is obtained according to the Johnson-Cook constitutive relation, the increment of the plastic shear strain distribution, the plastic work and the temperature in the next time step are recalculated until the total time is consumed. Summing the temperature distribution leads to rise in the total temperature distribution. The present calculated maximum temperature in adiabatic shear band in titanium agrees with the experimental observations. Moreover, the temperature profiles for different flow shear stresses are qualitatively consistent with experimental and numerical results. Effects of some related parameters on the temperature distribution are also predicted. 展开更多
关键词 温度分布 绝热剪切带 应力定位 金相学 计算方法
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Adiabatic shear localization evolution for steel based on the Johnson-Cook model and gradient-dependent plasticity 被引量:3
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作者 Xuebin Wang 《Journal of University of Science and Technology Beijing》 CSCD 2006年第4期313-318,共6页
Gradient-dependent plasticity is introduced into the phenomenological Johnson-Cook model to study the effects of strainhardening, strain rate sensitivity, thermal-softening, and microstructure. The microstructural eff... Gradient-dependent plasticity is introduced into the phenomenological Johnson-Cook model to study the effects of strainhardening, strain rate sensitivity, thermal-softening, and microstructure. The microstructural effect (interactions and interplay among microstructures) due to heterogeneity of texture plays an important role in the process of development or evolution of an adiabatic shear band with a certain thickness depending on the grain diameter. The distributed plastic shear strain and deformation in the shear band are derived and depend on the critical plastic shear strain corresponding to the peak flow shear stress, the coordinate or position, the internal length parameter, and the average plastic shear strain or the flow shear stress. The critical plastic shear strain, the distributed plastic shear strain, and deformation in the shear band are numerically predicted for a kind of steel deformed at a constant shear strain rate. Beyond the peak shear stress, the local plastic shear strain in the shear band is highly nonuniform and the local plastic shear deformation in the band is highly nonlinear. Shear localization is more apparent with the increase of the average plastic shear strain. The calculated distributions of the local plastic shear strain and deformation agree with the previous numerical and experimental results. 展开更多
关键词 adiabatic shear band STEEL strain-HARDENING gradient-dependent plasticity Johnson-Cook model
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An improved strain-softening constitutive model of granite considering the effect of crack deformation
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作者 Yapeng Li Qiang Zhang +2 位作者 Qiuxin Gu Peinan Wu Binsong Jiang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第4期1202-1215,共14页
This paper presents an improved strain-softening constitutive model considering the effect of crack deformation based on the triaxial cyclic loading and unloading test results.The improved model assumes that total str... This paper presents an improved strain-softening constitutive model considering the effect of crack deformation based on the triaxial cyclic loading and unloading test results.The improved model assumes that total strain is a combination of plastic,elastic,and crack strains.The constitutive relationship between the crack strain and the stress was further derived.The evolutions of mechanical parameters,i.e.strength parameters,dilation angle,unloading elastic modulus,and deformation parameters of crack,with the plastic strain and confining pressure were studied.With the increase in plastic strain,the cohesion,friction angle,dilation angle,and crack Poisson's ratio initially increase and subsequently decrease,and the unloading elastic modulus and the crack elastic modulus nonlinearly decrease.The increasing confining pressure enhances the strength and unloading elastic modulus,and decreases the dilation angle and Poisson's ratio of the crack.The theoretical triaxial compressive stress-strain curves were compared with the experimental results,and they present a good agreement with each other.The improved constitutive model can well reflect the nonlinear mechanical behavior of granite. 展开更多
关键词 strain-SOFTENING Crack deformation effect plastic shear strain Constitutive model
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LOCALIZED SUPERPLASTIC BEHAVIOUR INα-TITANIUM AT HIGH STRAIN RATE
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作者 YANGYang ZHANGXinming Central South University of Technology,Changsha ,ChinaLIZhenhua LIQinyun Northwest Institute for Nonferrous Metal Research .Baoji China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1994年第3期203-207,共5页
The microstructure of x-Ti/ mild steel composite fabricated by using constant stand-off cladding technique was observed with optical microscopy, SEM and TEM analyses. Very fine equiaxed grains (<0.1um) with a low d... The microstructure of x-Ti/ mild steel composite fabricated by using constant stand-off cladding technique was observed with optical microscopy, SEM and TEM analyses. Very fine equiaxed grains (<0.1um) with a low dislocation density were observed in the adiabatic shear bands (ASB) this enables a thermomechanical response that may lead to a super plastic de formation. 展开更多
关键词 a-titanium super plastic behaviour strain rate adiabatic shear band
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IMPROVEMENT ON THE CALCULATION OF PLASTIC STRAIN RATIO IN BCC MONOCRYSTALS
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作者 ZHAO Xiang, LIU Yansheng, XU Jiazhen, LIANG ZhideNortheastern University, Shenyang, ChinaKONG Bingyu, MI XiaochuanBaoshan Iron and Steel Company, Shanghai, China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1994年第1期65-67,共3页
Two improvements have been made on the calculation of plastic strain ratio (r value) in BCC monocrystals by considering the differences in the critical shear stresses among the three slip systems and the rotation of c... Two improvements have been made on the calculation of plastic strain ratio (r value) in BCC monocrystals by considering the differences in the critical shear stresses among the three slip systems and the rotation of crystal lattice. It is found that the results calculated by the improved method are more rational. 展开更多
关键词 plastic strain ratio critical shear stress rotation of crystal lattice Taylor factor
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Plastic deformation behavior of Fe_(40)Ni_(40)P_(14)B_6 bulk metallic glass investigated by nanoindentation 被引量:2
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作者 Changqing Zhang and Kefu Yao Key Laboratory for Advanced Manufacturing by Materials Processing Technology, Department of Mechanical Engineering, Tsinghua University, Beijing 100084, China 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2007年第S1期68-72,共5页
Fe40Ni40P14B6 bulk metallic glass rods have been prepared by water quenching the fluxed alloy. The deformation behavior was investigated by nanoindentation tests and compressing tests. The average hardness and elastic... Fe40Ni40P14B6 bulk metallic glass rods have been prepared by water quenching the fluxed alloy. The deformation behavior was investigated by nanoindentation tests and compressing tests. The average hardness and elastic modulus of the as-prepared Fe40Ni40P14B6 BMG (bulk metallic glass) measured by nanoindentation tests are 8.347 and 176.61 GPa respectively. The displace- ment-load curve shows “pop-in” characteristics which correspond to the loading rate bursts. Many shear bands around the indent were observed. The as-prepared Fe-based BMG exhibits a compressive plastic strain of 5.21%, which is much larger than that of other Fe-based glassy alloys and most of other BMGs. 展开更多
关键词 Fe40Ni40P14B6 bulk metallic glass nanoindentation tests compressing tests "pop-in" characteristics shear bands com- pressive plastic strain
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Quantitative calculation of local shear deformation in adiabatic shear band for Ti-6Al-4V 被引量:4
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作者 王学滨 《中国有色金属学会会刊:英文版》 EI CSCD 2007年第4期698-704,共7页
JOHNSON-COOK(J-C) model was used to calculate flow shear stress—shear strain curve for Ti-6Al-4V in dynamic torsion test. The predicted curve was compared with experimental result. Gradient-dependent plasticity(GDP) ... JOHNSON-COOK(J-C) model was used to calculate flow shear stress—shear strain curve for Ti-6Al-4V in dynamic torsion test. The predicted curve was compared with experimental result. Gradient-dependent plasticity(GDP) was introduced into J-C model and GDP was involved in the measured flow shear stress—shear strain curve, respectively, to calculate the distribution of local total shear deformation(LTSD) in adiabatic shear band(ASB). The predicted LTSDs at different flow shear stresses were compared with experimental measurements. J-C model can well predict the flow shear stress—shear strain curve in strain-hardening stage and in strain-softening stage where flow shear stress slowly decreases. Beyond the occurrence of ASB, with a decrease of flow shear stress, the increase of local plastic shear deformation in ASB is faster than the decrease of elastic shear deformation, leading to more and more apparent shear localization. According to the measured flow shear stress—shear strain curve and GDP, the calculated LTSDs in ASB are lower than experimental results. At earlier stage of ASB, though J-C model overestimates the flow shear stress at the same shear strain, the model can reasonably assess the LTSDs in ASB. According to the measured flow shear stress—shear strain curve and GDP, the calculated local plastic shear strains in ASB agree with experimental results except for the vicinity of shear fracture surface. In the strain-softening stage where flow shear stress sharply decreases, J-C model cannot be used. When flow shear stress decreases to a certain value, shear fracture takes place so that GDP cannot be used. 展开更多
关键词 绝热剪切带 钛铝钒合金 剪切定位 JOHNSON-COOK模型 剪切应变 剪应力
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基于三剪能量屈服准则的岩石弹塑性耦合模型
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作者 刘振洋 王爱文 刘晓林 《长江科学院院报》 CSCD 北大核心 2024年第5期139-148,共10页
为建立能够准确描述岩石变形过程中能量演化规律的力学模型,提出利用三剪能量屈服准则和弹性剪应变能获取岩石黏聚力与内摩擦角,以及基于三剪能量塑性势函数获取剪胀角的方法,依据所提方法和岩石循环加卸载试验数据,得到了各级围压下不... 为建立能够准确描述岩石变形过程中能量演化规律的力学模型,提出利用三剪能量屈服准则和弹性剪应变能获取岩石黏聚力与内摩擦角,以及基于三剪能量塑性势函数获取剪胀角的方法,依据所提方法和岩石循环加卸载试验数据,得到了各级围压下不同塑性累积阶段岩石的弹性模量、黏聚力、内摩擦角及剪胀角等参数,发现随着塑性变形的增大,弹性模量呈负指数关系减小,黏聚力峰前线性增大而峰后呈负指数减小,内摩擦角满足比例参数为1、形状参数为1.5的Weibull函数,剪胀角线性减小;随着围压的增大,弹性模量和黏聚力均呈线性关系增大而剪胀角呈线性减小。建立岩石三剪能量弹塑性耦合力学模型,实现了模型在有限差分软件中的二次开发并编写了能量演化监测程序。模拟岩石室内试验,结果表明所建模型能较准确地描述岩石后继屈服过程中的硬化软化、剪胀、围压效应以及能量演化等力学行为。研究成果可为从能量角度研究岩体失稳提供理论支撑和现实手段。 展开更多
关键词 岩石力学 三剪能量屈服准则 弹塑性耦合模型 弹性剪应变能 围压效应 二次开发
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基于高阶应变梯度塑性理论的受限薄层剪切问题研究
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作者 华奋飞 罗彤 +1 位作者 雷剑 刘大彪 《力学学报》 EI CAS CSCD 北大核心 2024年第2期399-408,共10页
针对受限金属薄层在剪切塑性变形时出现明显尺度效应这一问题,现有理论分析多采用纯剪切假设和传统钝化边界条件,其理论预测与实验结果不符.文章采用黏弹塑性本构模型,对Gudmundson高阶应变梯度塑性理论进行了有限元实现,深入研究了金... 针对受限金属薄层在剪切塑性变形时出现明显尺度效应这一问题,现有理论分析多采用纯剪切假设和传统钝化边界条件,其理论预测与实验结果不符.文章采用黏弹塑性本构模型,对Gudmundson高阶应变梯度塑性理论进行了有限元实现,深入研究了金属薄层受限剪切的塑性变形机理.考虑因界面倾斜引起的附加压应力,采用自定义平面单元对材料的压缩-剪切组合变形进行了有限元模拟.根据表面解锁的物理机制,引入“软-硬”中间态的边界条件.结果表明,在压缩-剪切组合变形条件下,受限薄层的剪切流动应力明显低于纯剪切条件下的流动应力,而压应力的存在降低了剪切屈服强度.利用周期性钝化边界条件,能够定量描述界面处几何必需位错饱和引起的边界条件变化,理论预测与实验结果吻合.相关研究揭示了加载方式和高阶边界条件在受限薄层剪切尺度效应问题中的重要作用. 展开更多
关键词 应变梯度塑性 剪切变形 尺度效应 钝化效应 高阶边界条件
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Correlation Between Crystal Rotation and Redundant Shear Strain in Rolled Single Crystals: A Crystal Plasticity FE Analysis
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作者 Hui Wang Cheng Lu +3 位作者 Kiet Tieu Yu Liu Rui Wang Jintao Li 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2019年第4期452-460,共9页
The correlation between crystal rotation and redundant shear strain in rolled single crystals was investigated by using the crystal plasticity finite element(CPFE) model in this paper. The deformation in aluminium sin... The correlation between crystal rotation and redundant shear strain in rolled single crystals was investigated by using the crystal plasticity finite element(CPFE) model in this paper. The deformation in aluminium single crystals of four representative orientations(rotated-Cube, Goss, Copper, and Brass) after rolling and plain strain compression was simulated, and the predictions have been validated by the experimental observations. In the rotated-Cube and Goss, the redundant shear strain and crystal rotation were in the same pattern, alternating along the thickness, while the relation between them was not obvious for the Copper and Brass due to their asymmetrical distributions of activated slip systems. The relations between slip system activation, crystal rotation, and shear strain were investigated based on the CPFE model, and the correlation between shear strain and crystal rotation has been built. 展开更多
关键词 CRYSTAL plasticITY finite element Single CRYSTAL CRYSTAL ROTATION shear strain Orientation stability
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近代海积软土结构性及弹-塑性模型研究 被引量:20
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作者 肖树芳 雷华阳 +4 位作者 房后国 王常明 王清 王旭东 齐放 《工程地质学报》 CSCD 2000年第4期394-399,共6页
土的结构性数学模型是 2 1世纪土力学的核心问题。本文分析了近代海积软土的结构性以及其塑性体应变硬化和塑性偏应变硬化的机制 ,建立了弹塑性本构模型 ,模型采用了具有双硬化参数的屈服轨迹及含结构性参数 m的塑性应变方程。
关键词 结构性 塑性体应变硬化 塑性偏应变硬化
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平行刃剪切机剪切过程的有限元仿真模拟分析 被引量:9
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作者 王凤辉 卢建霞 +3 位作者 李龙海 石加联 宋华 赵其杰 《塑性工程学报》 CAS CSCD 2003年第2期18-21,24,共5页
金属剪切过程是一种复杂的弹塑性大变形过程,同时还存在着应力与应变之间的物理非线性、位移与应变之间的几何非线性以及工具与试件之间的接触边界非线性等多重非线性关系。本文用计算机辅助工程(CAE)软件——高度非线性结构有限元分析... 金属剪切过程是一种复杂的弹塑性大变形过程,同时还存在着应力与应变之间的物理非线性、位移与应变之间的几何非线性以及工具与试件之间的接触边界非线性等多重非线性关系。本文用计算机辅助工程(CAE)软件——高度非线性结构有限元分析软件MARC对平等刃剪切机的剪切过程进行了三维弹塑性大变形仿真模拟,探索出一种求平行刃剪切机力能参数的数值仿真模拟方法。 展开更多
关键词 剪切力 弹塑性大变形 数值模拟 平行刃剪切机 有限元 仿真
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橡胶支座水平剪切弹塑性力学性能试验研究 被引量:13
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作者 何文福 刘文光 +1 位作者 杨彦飞 霍达 《兰州理工大学学报》 CAS 北大核心 2007年第3期120-123,共4页
通过对铅芯橡胶支座剪切弹塑性力学性能试验,发现铅芯橡胶支座的滞回曲线与加载时程密切相关,在同一水平应变下,水平剪切刚度随加载次数的增多有所减小,最后趋于稳定;在不同应变下,水平剪切刚度随应变的增大而减小.试验还表明铅芯橡胶... 通过对铅芯橡胶支座剪切弹塑性力学性能试验,发现铅芯橡胶支座的滞回曲线与加载时程密切相关,在同一水平应变下,水平剪切刚度随加载次数的增多有所减小,最后趋于稳定;在不同应变下,水平剪切刚度随应变的增大而减小.试验还表明铅芯橡胶支座不仅在大应变存在着小应变滞回特性,而且在小应变也存在着小应变滞回特性. 展开更多
关键词 铅芯橡胶支座 剪切弹塑性 小应变滞回特性
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车辆荷载作用下软土地基塑性变形的计算 被引量:3
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作者 申昊 唐晓武 +1 位作者 牛犇 刘续 《岩土力学》 EI CAS CSCD 北大核心 2013年第12期3561-3566,共6页
对于低路堤公路,合理地预测车辆荷载引起的地基塑性累积变形对于低路堤公路的设计有着重要的意义。从机制上讲,可将地基的塑性应变分为塑性体积应变和塑性剪切应变。其中对于塑性体积应变,提出采用不排水条件下的残余孔压模型与一维固... 对于低路堤公路,合理地预测车辆荷载引起的地基塑性累积变形对于低路堤公路的设计有着重要的意义。从机制上讲,可将地基的塑性应变分为塑性体积应变和塑性剪切应变。其中对于塑性体积应变,提出采用不排水条件下的残余孔压模型与一维固结理论相耦合进行计算;对于塑性剪切应变,考虑了塑性体积应变引起的土体硬化,提出了修正的塑性剪切应变计算模型。然后基于所提模型,对萧山黏土的不排水与排水条件下的动三轴试验进行模拟,初步验证了所提模型的有效性。对于实际工程问题,首先运用数值的方法求得车辆荷载在地基中引起的附加应力,然后运用所提模型计算各土层的塑性应变,再结合分层总和的方法求得地基的累积塑性变形。以日本佐贺机场1号测点为例,说明了模型在工程边值问题中的有效性。 展开更多
关键词 车辆荷载 塑性变形 塑性体积应变 塑性剪切应变
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岩石剪胀角模型与验证 被引量:37
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作者 赵星光 蔡明 蔡美峰 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2010年第5期970-981,共12页
Mohr-Coulomb模型和基于Mohr-Coulomb的应变软化模型均通常假设剪胀角为恒定值,然而这种假设不能正确表达岩石在破坏变形过程中的非线性体积变化行为。根据7种岩石类型在不同围压条件下的体积应变测量数据,结合塑性力学理论,采用非线性... Mohr-Coulomb模型和基于Mohr-Coulomb的应变软化模型均通常假设剪胀角为恒定值,然而这种假设不能正确表达岩石在破坏变形过程中的非线性体积变化行为。根据7种岩石类型在不同围压条件下的体积应变测量数据,结合塑性力学理论,采用非线性拟合方法建立能同时考虑围压和塑性剪切应变影响的剪胀角模型。分析模型的响应并结合岩石内部颗粒尺寸以及单轴抗压强度,将该模型划分为4种岩石类型:粗粒径硬岩、中粒径硬岩、中–细粒径软岩和细粒径软岩。根据FLAC应变软化模型中非关联塑性流动法则的计算原理,推导剪胀角模型中的塑性剪切应变与应变软化模型中塑性参数的关系,将剪胀角模型嵌入应变软化模型中,构建剪胀角模型模块。最后,采用建立的剪胀角模型预测Moura煤岩在三轴压缩条件下的体积应变–轴向应变关系曲线。研究结果表明,数值模拟与试验结果具有很好的一致性。 展开更多
关键词 岩石力学 岩石扩容 剪胀角模型 围压 塑性剪切应变 数值模拟
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基于应变梯度理论的韧性剪切带理论研究 被引量:12
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作者 王学滨 潘一山 马瑾 《地质力学学报》 CSCD 2002年第1期79-86,共8页
地质领域中存在的大量事实都可以归为应变局部化范畴 ,韧性剪切带是剪切应变局部化带。本文首次应用应变梯度塑性理论对韧性剪切带进行了理论分析。获得了韧性剪切带内部局部剪应变 (率 )分布规律 ,剪切带错动总位移及剪切带法向位移的... 地质领域中存在的大量事实都可以归为应变局部化范畴 ,韧性剪切带是剪切应变局部化带。本文首次应用应变梯度塑性理论对韧性剪切带进行了理论分析。获得了韧性剪切带内部局部剪应变 (率 )分布规律 ,剪切带错动总位移及剪切带法向位移的理论表达式 ,以及韧性剪切带内部体积应变 (率 )和孔隙率分布规律。剪应变局部化导致了体积应变和孔隙率局部化。随着应变软化的加剧 ,剪应变、体积应变和孔隙率局部化加剧 ;随着应力率绝对值的增加 ,剪应变率、体积应变率集中程度增强。 展开更多
关键词 应变局部 韧性剪切带 应变梯度塑性理论 剪应力 体积应变 空隙率
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岩石试件尺寸效应的塑性剪切应变梯度模型 被引量:40
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作者 王学滨 潘一山 宋维源 《岩土工程学报》 EI CAS CSCD 北大核心 2001年第6期711-713,共3页
利用剪切应变梯度塑性理论 ,假设剪切带内部的岩石为剪切破坏 ,建立了单轴受压岩石试件尺寸效应的塑性剪切应变梯度模型 ,并模拟了剪切带倾角、参数k1和k2 对单轴受压岩石试件软化段应力 -应变关系的影响规律。局部化是尺寸效应的原因。
关键词 岩石试件 塑性剪切应变梯度模型 单轴压缩 梯度塑性理论 剪切破坏 剪切应变 尺寸效应 应变局部化
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剪胀对地下工程岩体位移的影响——以加拿大Donkin-Morien隧道为例 被引量:18
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作者 赵星光 蔡明 蔡美峰 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2010年第11期2185-2195,共11页
根据建立的岩石剪胀角模型,分析岩石峰值内摩擦角和剪胀角的关系,得出岩石在零围压时的峰值剪胀角小于并近似等于峰值内摩擦角,并假设岩石和岩体的剪胀角遵循相似的变化趋势,结合Hoek-Brown强度准则和GSI岩体分级系统,实现剪胀角模型从... 根据建立的岩石剪胀角模型,分析岩石峰值内摩擦角和剪胀角的关系,得出岩石在零围压时的峰值剪胀角小于并近似等于峰值内摩擦角,并假设岩石和岩体的剪胀角遵循相似的变化趋势,结合Hoek-Brown强度准则和GSI岩体分级系统,实现剪胀角模型从完整岩石到岩体的转化。采用程序语言在FLAC3D中编写岩体剪胀角模型程序模块。以加拿大Donkin-Morien隧道为工程实例,研究围压和塑性剪切应变依赖的岩体剪胀对隧道渐进开挖过程中围岩位移的影响,论证恒定的剪胀角值不能准确表达隧道开挖边界附近的岩体位移,而考虑围压和塑性剪切应变为影响因素的岩体剪胀角模型能够合理描述围岩的位移分布,模拟结果与实际测量值具有很好的一致性。研究成果可为岩体非线性力学行为的研究和地下工程岩体的稳定性控制提供理论和实践基础。 展开更多
关键词 数值模拟 地下工程 岩体剪胀 剪胀角模型 围压 塑性剪切应变
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黏土中两种不同直径单桩水平循环加载模型试验与分析 被引量:20
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作者 俞剑 黄茂松 张陈蓉 《岩土力学》 EI CAS CSCD 北大核心 2016年第4期973-980,共8页
为探讨海上风机在风、浪等水平往复循环荷载下大直径单桩基础的循环弱化特性,设计了稳定输出长期循环荷载的机械加载装置,开展了软黏土中长期水平循环荷载下海上风电大直径单桩基础和传统长桩基础的模型试验对比研究。根据API给出的骨... 为探讨海上风机在风、浪等水平往复循环荷载下大直径单桩基础的循环弱化特性,设计了稳定输出长期循环荷载的机械加载装置,开展了软黏土中长期水平循环荷载下海上风电大直径单桩基础和传统长桩基础的模型试验对比研究。根据API给出的骨干曲线和Masing二倍准则构建循环荷载下的p-y(荷载-位移)曲线,并借鉴前人工作,采用累积塑性应变描述软黏土的不排水抗剪强度弱化,提出了分析大周数水平循环荷载下单桩基础循环弱化的理论方法。该方法将循环荷载次数、幅值等外界条件与桩周土体的循环弱化特性建立联系,以适应海洋环境复杂多变的水平循环荷载形式。通过模型试验和理论研究认为,大直径单桩基础因刚度较大,在同样的水平力循环荷载条件下,其抵抗循环荷载的能力明显优于传统长桩。在海上风机大直径单桩的设计中采用基于黏土残余强度的循环后稳定水平承载力更为合理。 展开更多
关键词 大直径单桩 循环荷载 循环弱化 海上风机 模型试验 塑性剪切应变
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