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江汉盆地ZL钻孔微量元素含量的粒度效应与环境意义 被引量:4
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作者 袁胜元 李长安 邵磊 《沉积学报》 CAS CSCD 北大核心 2012年第2期366-374,共9页
江汉盆地是长江出三峡后第一个大型卸载区,近2.77 Ma以来堆积了近300 m的碎屑沉积物,主要由河流相和湖沼相组成,形成了多个沉积旋回。选择江汉盆地中心位置的ZL钻孔,利用ICP—MS方法展开微量元素组成分析,细粒组分中微量元素含量与各粒... 江汉盆地是长江出三峡后第一个大型卸载区,近2.77 Ma以来堆积了近300 m的碎屑沉积物,主要由河流相和湖沼相组成,形成了多个沉积旋回。选择江汉盆地中心位置的ZL钻孔,利用ICP—MS方法展开微量元素组成分析,细粒组分中微量元素含量与各粒组含量相关性并不明显,主要是5~7粒级组分表现出微弱的相关性.可见,粒度并非ZL钻孔微量元素丰度的主控因素。钻孔岩心中大部分亲石元素、亲硫元素相对上部陆壳均出现明显富集,亲铁元素总体低于上部陆壳,可能与江汉盆地总体上更多地接受了来自上游而非扬子古陆本地深源物质风化碎屑沉积有关。Sr、V/Ni和Sr/Ba值的变化则表明江汉盆地在2.6~2.43 Ma B.P.时可能有咸化湖的发育,而在2.1 Ma B.P.左右存在过一段大湖发育期。 展开更多
关键词 江汉盆地 微量元素 粒度效应 古湖泊
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全应变梯度挠曲电纳米梁有限单元法研究 被引量:2
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作者 陈玲玲 杨旭 +1 位作者 刘洋 王炳雷 《计算力学学报》 EI CAS CSCD 北大核心 2020年第5期545-552,共8页
挠曲电效应是一种存在于所有电介质材料中的特殊的力电耦合效应,本质上是应变梯度与电极化之间的线性耦合。然而,应变梯度会引入位移的高阶偏量,常给挠曲电问题的理论求解带来困难。且已有研究表明应变梯度弹性项会影响纳米结构中的力... 挠曲电效应是一种存在于所有电介质材料中的特殊的力电耦合效应,本质上是应变梯度与电极化之间的线性耦合。然而,应变梯度会引入位移的高阶偏量,常给挠曲电问题的理论求解带来困难。且已有研究表明应变梯度弹性项会影响纳米结构中的力电耦合响应,但是现有的挠曲电研究大多忽略了应变梯度弹性的影响。因此,本文提出了一种既考虑应变梯度弹性,又考虑挠曲电效应的有效数值方法。基于全应变梯度弹性理论,建立了包含3个独立材料尺度参数的纳米欧拉梁的理论模型和有限元模型,提出了满足C2弱连续的两节点六自由度单元。基于本文的有限单元法,以简支欧拉梁为例,通过分析讨论挠度、电势和能量效率,得到了挠曲电效应和应变梯度弹性项对梁的力电响应的影响。结果表明,挠曲电效应存在尺寸依赖性,且应变梯度弹性项在纳米电介质结构的挠曲电研究中的影响不可忽略。 展开更多
关键词 挠曲电效应 全应变梯度弹性理论 有限单元法 欧拉梁 尺寸依赖性
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SUS301L-MT不锈钢失效行为表征
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作者 丁浩谞 朱涛 +3 位作者 肖守讷 王小瑞 阳光武 杨冰 《机械工程学报》 EI CAS CSCD 北大核心 2023年第8期99-110,共12页
为更好地表征轨道列车碰撞过程中不锈钢结构的断裂失效行为,开展了常用SUS301L-MT材料的断裂失效行为研究。首先,进行不同应变率下的单轴拉伸试验和不同应力状态下的准静态断裂试验;然后,通过对断裂试验试件的有限元仿真,利用有限元逆... 为更好地表征轨道列车碰撞过程中不锈钢结构的断裂失效行为,开展了常用SUS301L-MT材料的断裂失效行为研究。首先,进行不同应变率下的单轴拉伸试验和不同应力状态下的准静态断裂试验;然后,通过对断裂试验试件的有限元仿真,利用有限元逆向识别优化法进行了损伤起始与演化的参数识别,得到试件的仿真与试验的力-位移曲线均方差最大值为6.947%,断裂处应变误差最大值为9.551%,仿真与试验的断裂形态基本一致;在此基础上,建立SUS301L-MT不锈钢的损伤起始与演化失效模型(Damage initiation and evolution failure model,DIEM),通过试验和仿真分析,验证了DIEM失效模型的有效性;最后,为解决该模型的单元尺寸依赖性,通过对不同尺寸单元的有限元模型进行分析,提出DIEM失效模型的单元尺寸修正系数。结果表明,建立的失效模型能够准确表征SUS301L-MT不锈钢的失效行为,修正系数的引入可有效改善该失效模型的单元尺寸依赖性。 展开更多
关键词 DIEM失效模型 SUS301L-MT 应力状态 单元尺寸依赖性
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Experiments and 3D DEM of Triaxial Compression Tests under Special Consideration of Particle Stiffness
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作者 Marx Ferdinand Ahlinhan Ernesto Houehanou +4 位作者 Marius Bocco Koube Valery Doko Quirin Alaye Nicholas Sungura Edmond Adjovi 《Geomaterials》 2018年第4期39-62,共24页
Discrete element modelling is commonly used for particle-scale modelling of granular or particulate materials. Developing a DEM model requires the determination of a number of micro-structural parameters, including th... Discrete element modelling is commonly used for particle-scale modelling of granular or particulate materials. Developing a DEM model requires the determination of a number of micro-structural parameters, including the particle contact stiffness and the particle-particle friction. These parameters cannot easily be measured in the laboratory or directly related to measurable, physical material parameters. Therefore, a calibration process is typically used to determine the values for use in simulations of physical systems. This paper focuses on how to define the particle stiffness for the discrete element modelling in order to perform realistic simulations of granular materials in the case of linear contact model. For that, laboratory tests and numerical discrete element modelling of triaxial compression tests have been carried out on two different non-cohesive soils i.e. poorly graded fine sand and gap graded coarse sand. The results of experimental tests are used to calibrate the numerical model. It is found that the numerical results are qualitatively and quantitatively in good agreement with the laboratory tests results. Moreover, the results show that the stress dependent of soil behaviour can be reproduced well by assigning the particle stiffness as a function of the particle size particularly for gap graded soil. 展开更多
关键词 GRAIN size dependent STIFFNESS Experiment DISCRETE element Modelling TRIAXIAL Compression Test Non-Cohesive SOILS Materials
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ANALYSIS OF NANOBRIDGE TESTS
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作者 Wing Kin Chan Jianrong Li Yong Wang Shengyao Zhang Tongyi Zhang (Department of Mechanical Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China) 《Acta Mechanica Solida Sinica》 SCIE EI 2010年第4期283-296,共14页
This paper analyzes nanobridge tests with consideration of adhesive contact deformation, which occurs between a probe tip and a tested nanobeam, and deformation of a substrate or template that supports the tested nano... This paper analyzes nanobridge tests with consideration of adhesive contact deformation, which occurs between a probe tip and a tested nanobeam, and deformation of a substrate or template that supports the tested nanobeam.Analytical displacement-load relation, including adhesive contact deformation and substrate deformation, is presented here for small deformation of bending.The analytic results are confirmed by finite element analysis.If adhesive contact deformation and substrate deformation are not considered in the analysis of nanobridge test data, they might lead to lower values of Young's modulus of tested nanobeams. 展开更多
关键词 nanobridge tests size-dependency ADHESION contact compliance surface effect substrate effect finite element
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A New BEM Modeling Algorithm for Size-Dependent Thermopiezoelectric Problems in Smart Nanostructures
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作者 Mohamed Abdelsabour Fahmy 《Computers, Materials & Continua》 SCIE EI 2021年第10期931-944,共14页
The main objective of this paper is to introduce a new theory called size-dependent thermopiezoelectricity for smart nanostructures.The proposed theory includes the combination of thermoelastic and piezoelectric influ... The main objective of this paper is to introduce a new theory called size-dependent thermopiezoelectricity for smart nanostructures.The proposed theory includes the combination of thermoelastic and piezoelectric influences which enable us to describe the deformation and mechanical behaviors of smart nanostructures subjected to thermal,and piezoelectric loadings.Because of difficulty of experimental research problems associated with the proposed theory.Therefore,we propose a new boundary element method(BEM)formulation and algorithm for the solution of such problems,which involve temperatures,normal heat fluxes,displacements,couple-tractions,rotations,force-tractions,electric displacement,and normal electric displacement as primary variables within the BEM formulation.The computational performance of the proposed methodology has been demonstrated by using the generalized modified shift-splitting(GMSS)iteration method to solve the linear systems resulting from the BEM discretization.GMSS advantages are investigated and compared with other iterative methods.The numerical results are depicted graphically to show the size-dependent effects of thermopiezoelectricity,thermoelasticity,piezoelectricity,and elasticity theories of nanostructures.The numerical results also show the effects of the sizedependent and piezoelectric on the displacement components.The validity,efficiency and accuracy of the proposed BEM formulation and algorithm have been demonstrated.The findings of the current study contribute to the further development of technological and industrial applications of smart nanostructures. 展开更多
关键词 Boundary element method size-dependent thermopiezoelectricity smart nanostructures
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