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提出了一个细观力学模型,可用于预测高体积含量非线性黏弹复合材料有效性质.该模型基于广义割线模量法、双球法以及Laplace-Carson变换技术.所提出的模型对玻璃微珠填充高密度聚乙烯(GB/HDPE)复合材料的应力应变关系进行了预测,结果与文献实验结果吻合;计算结果还表明在高体积百分比下文中所提出的方法比基于MT方法预测的粘性效应明显减弱;最后还将所提方法与线黏弹框架下的均质化模型做了比较,结果表明GB/HDPE表现出明显的非线性,线黏弹本构无法描述应变率对其力学行为的影响. 相似文献
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在应力作用下, 材料的力学参数随着微观结构的变化而变化, 需要考虑参数的时间效应. 利用黏滞系数随时间变化的黏性元件, 构造出非定常Maxwell模型、非定常Kelvin模型和非定常Zener模型. 求解非定常模型的微分型本构方程得到它们的松弛模量、蠕变柔量和卸载方程. 结果表明, 可以把常见的经验松弛函数和经验蠕变函数视为非定常微分型本构模型. 相似文献
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基于非局部理论和分数阶导数理论,研究上覆黏弹性场地土的地震放大效应。利用Eringen非局部理论考虑土体颗粒尺度等非局部效应的影响,通过分数阶黏弹性本构模型刻画场地土的应力应变本构关系,建立基于非局部理论的分数阶黏弹性场地土的振动微分方程;考虑分数阶导数的性质和黏弹性场地土的边界条件,得到了简谐地震波作用下黏弹性场地土的位移和剪切应力的解析解,并在频率域内给出了位移放大系数和应力放大系数的表达式;最后通过数值算例分析了非局部效应、分数阶导数的阶数和土体黏性参数等对黏弹性场地地震放大效应的影响。数值分析结果表明,在低频时位移放大系数和应力放大系数随频率变化曲线存在波动,高频时逐渐趋于稳定;非局部效应对场地土位移放大系数的影响与频率有关,对应力放大系数的影响较大,在研究场地土振动效应时有必要考虑土体非局部效应的影响;分数阶导数的阶数越小,位移放大系数和应力放大系数随频率变化曲线波动越大;场地土的力学性质对场地土的振动效应的影响较大;上覆场地土的黏性对位移放大系数的影响与频率有关,高频时,土体黏性越大,位移放大系数越大;越接近基岩,土体的应力放大系数越大,且土体深度对应力放大系数的影响越大。 相似文献
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基于Perzyna 过应力理论,构造了一个土体各向异性弹黏塑性本构模型. 模型引入Wheeler 旋转硬化法则,能够较好的描述土体的初始各向异性和应力诱发各向异性. 借助ABAQUS 软件中UMAT 子程序接口,模型采用隐式积分算法——图形返回算法实现. 通过对一组复杂加卸荷路径的三轴不排水剪切试验(HKMD) 及一组分级加载三轴不排水蠕变试验(Sachville clay) 的模拟,表明本模型能够合理反映土体的率效应、应力松弛、蠕变及土体各向异性现象,验证了模型的有效性. 相似文献
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饱和超固结黏性土的三剪弹塑性本构模型研究 总被引:2,自引:0,他引:2
针对饱和超固结黏性土现有下加载面修正剑桥模型中破坏应力比为定值、土体黏聚力为零,以及不能准确反映不同应力状态下土的强度差异这些问题,基于三剪统一强度准则以及应力坐标平移法得到了扩展破坏应力比,其特点是能更好地反映应力状态变化以及土体黏聚力的影响。在此基础上提出了饱和超固结黏性土的三剪弹塑性本构模型,该模型的特点是能描述土体受力时的中间主应力效应,应力区间效应和拉压差影响,同时也能更好地考虑土体黏聚力的影响。基于该模型对ABAQUS软件进行了二次开发,并利用其模拟了饱和超固结黏性土在排水和不排水条件下的真三轴和常规三轴压缩试验特性。对常规三轴压缩条件下土体力学特性作了模拟和试验结果对比。结果表明所提模型能很好地反映不同超固结比下土体的变形、剪胀、孔隙水压力变化特性。 相似文献
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为研究低高应变率条件下NEPE推进剂的力学特性,通过电子万能试验机和分离式霍普金森杆装置,对NEPE推进剂进行了准静态和冲击实验,得到了不同应变率下(1.667×10?4~4 500 s?1)的应力-应变曲线。实验结果表明NEPE推进剂具有明显的非线性弹性和应变率敏感性,随着应变率的增加,材料的强度、屈服应力和弹性模量显著增加,与低应变率相比,高应变率条件下材料的应变率敏感性更高。在高速冲击下材料内部瞬间产生大量热量无法及时散发出去,使得材料内部温度升高,导致材料出现软化效应,力学性能降低。本文建立了一个非线性黏超弹本构模型,其中采用Rivlin应变能函数来描述稳态超弹响应部分,采用积分型本构模型来描述材料的动态黏弹性响应部分,考虑到松弛时间具有应变率相关性,本文采用了一个率相关松弛函数来替代传统的Prony级数形式。使用极慢速压缩实验数据对本构模型中的超弹部分进行拟合获得超弹参数,然后用准静态和动态实验数据对本构模型进行拟合得出其他参数。不同应变率下的预测曲线与实验曲线具有较好的重合度,证明了该模型可以很好地描述低高应变率下NEPE推进剂的力学特性。 相似文献
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进行了粗粒土与结构接触面单调和循环加载试验,基于宏细观测量结果, 扩展了
损伤概念以
描述该类接触面在受载过程中的物态演化, 及由于物态演化导致的力学特性从初始状态到最终
稳定状态的连续变化过程. 揭示了接触面损伤的细观物理基础主要是接触面内土的颗粒破碎
和剪切压密这两种物态演化;指出接触面的剪胀体应变可以划分为可逆性和不可逆性剪胀体
应变两部分,其中不可逆性剪胀体应变可作为接触面损伤发展的宏观量度,因此其归一化
形式可作为一种损伤因子的定义;提出了建立粗粒土与结构接触面一种损伤本构关系的基本思路. 相似文献
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ELASTO-PLASTIC CONSTITUTIVE MODEL OF SOIL-STRUCTURE INTERFACE IN CONSIDERATION OF STRAIN SOFTENING AND DILATION 总被引:3,自引:0,他引:3
The behavior of soil-structure interface plays a major role in the definition of soil-structure interaction. In this paper a bi-potential surface elasto-plastic model for soil-structure interface is proposed in order to describe the interface deformation behavior,including strain softening and normal dilatancy. The model is formulated in the framework of generalized potential theory,in which the soil-structure interface problem is regard as a two-dimensional mathematical problem in stress field,and plastic state equations are used to replace the traditional field surface. The relation curves of shear stress and tangential strain are fitted by a piecewise function composed by hyperbolic functions and hyperbolic secant functions,while the relation curves of normal strain and tangential strain are fitted by another piecewise function composed by quadratic functions and hyperbolic secant functions. The approach proposed has the advantage of deriving an elastoplastic constitutive matrix without postulating the plastic potential functions and yield surface. Moreover,the mathematical principle is clear,and the entire model parameters can be identified by experimental tests. Finally,the predictions of the model have been compared with experimental results obtained from simple shear tests under normal stresses,and results show the model is reasonable and practical. 相似文献
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Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics 总被引:6,自引:0,他引:6
The behavior of soil-structure interface can be crucial to the overall response of a soil-structure system. The numerical simulation of soil-structure interaction problem requires proper modeling of the interface. The similarity between the behavior of soil and interface is first analyzed in the present paper. With this similarity, the concept of critical state soil mechanics (CSSM), which has been successfully used in the modeling of soil behavior, is used to develop a constitutive model for soil-structure interface in the framework of generalized plasticity. The model is capable of modeling strain hardening, softening, normal dilatancy and stress-path dependency of interface between sandy soil and structures during shearing. The effects of normal pressure as well as density of sand are captured in the model. The performance of the model is verified with various experimental results. The unified modeling of the behavior of interfaces with different roughness, different density of soil and different normal pressures using the concept of CSSM is also successfully attempted. 相似文献
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中空纳米微球填充复合材料的有效力学性能 总被引:2,自引:0,他引:2
中空纳米微球可作为复合材料填充体使用. 与相同粒径下的实心纳米颗粒相比,中空纳米微球密度更低,存在表/界面应力效应的面积更大,由此导致的不同力学行为值得人们关注和研究. 目的是研究表/界面应力对中空纳米微球填充复合材料力学行为的影响. 首先,基于广义自洽原理,利用考虑表/界面应力影响的四相球模型导出了中空纳米微球填充复合材料在单向载荷作用下的弹性场,获得了纳米复合材料有效弹性模量的闭合形式解. 然后,分析了纳米复合材料存在的尺度相关性. 算例结果表明,有效弹性常数和环向应力与经典解答不同, 取决于表/界面性能、纳米中空微球粒径和壁厚. 该结论对于中空纳米微球复合材料具有指导意义. 相似文献
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《Particuology》2017
The interface between soil and structure can be referred to as a soil-structure system, and its behavior plays an important role in many geotechnical engineering practices. In this study, results are presented from a series of monotonic direct shear tests performed on a sand-structure interface under constant normal stiffness using the discrete element method (DEM). Strain localization and dilatancy behavior of the interface is carefully examined at both macroscopic and microscopic scales. The effects of soil initial relative density and normal stress on the interface shear behavior are also investigated. The results show that a shear band progressively develops along the structural surface as shear displacement increases. At large shear displacement a unique relationship between stress ratio and void ratio is reached in the shear band for a certain normal stress, indicating that a critical state exists in the shear band. It is also found that the thickness and void ratio of the shear band at the critical state decreases with increasing normal stress. Comparison of the DEM simulation results with experimental results provides insight into the shear behavior of a sand-structure interface and offers a means for quantitative modeling of such interfaces based on the critical state soil mechanics. 相似文献
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针对地下隧道施工重型盾构装备,提出了一种刀盘系统界面载荷的力学表征与近似计算方法.在刀盘系统与掘进界面岩土间相互作用的解耦分析基础上,引入岩土屈服破坏效应的影响,修正了掘进界面边缘区域应力集中的问题,给出了刀盘系统界面载荷沿半径方向非线性分布的规律.考虑到实际施工中的地质条件、掘进进尺、刀盘拓扑结构,以及地下埋深等因素对掘进载荷的影响,建立了刀盘系统推力与扭矩的综合分析与计算模型,实现了地质力学性能、装备掘进状态、装备结构特征3类关键因素与掘进载荷间相互影响规律的力学描述;结合天津地铁工程实例,分析与验证了界面载荷模型的有效性. 相似文献
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功能梯度双材料弱/微间断界面的冲击断裂分析 总被引:1,自引:0,他引:1
提出强间断、弱间断、微间断和全连续界面的概念与分类,建立功能梯度弹性双材料弱间断
界面冲击断裂问题的力学模型,采用积分变换法推导问题的Cauchy奇异积分方程,并用配
点法求得数值解. 分析表明,弱/微间断性对于FGMs界面裂纹应力强度因子有着重要影响,
而且微间断性是优于弱间断性的一种界面力学性能连接关系. 以FGMs界面某一侧
的力学性能函数在界面处的Taylor展开式的低阶项作为界面另一侧的力学性能函数,便可
以使FGMs界面成为``微间断'界面. 界面的一阶微间断对应力强度因子的减小作用较为明
显,而高阶(二阶及以上)微间断对应力强度因子的影响较小. 减小界面的弱间断程度或使
FGMs界面具备``微间断性',都将利于提高功能梯度双材料界面抗冲击断裂能力,在一定
程度上达到界面增韧的目的. 相似文献
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采用材料力学的直杆和梁的变形假定,对平面线夹杂问题提出了一种能同时考虑夹杂两侧法向应力和剪应力间断的新的力学模型,然后通过集中力作用的Kelvin解答,求得了单夹杂问题的基本解。文中还导出了夹杂两侧的界面应力公式。最后对夹杂端点的应力强度因子及界面应力作了计算,结果令人满意 相似文献
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The singularity behavior of a crack on the interface of two different media under dynamic load is investigated. By introducing a small region in which the crack faces make frictionless contact and making use of a kind of integral equations with moving boundaries, it is proved that there are only square-root singularities near the interface crack tips in case that a dynamic load acts on it. Numerical results show that the normal stress in the contact region remains negative. The results of the stress intensity factor and the length of the crack face contact region are given to illustrate the dynamic behavior of the interface crack.This work is supported by the National Natural Science Foundation of China. 相似文献