固化物质导数与标架旋率

本文提出了固化物质导数的概念,导出了标架旋率的一般公式,阐述了标架单位矢量的固化物质导数与一般物质导数的区别,以变形率标架为例讨论了两种导数的差异,并论述了标架旋率与其相应的变形张量率的关系。     

埋置框架质量检测的探讨

提出了埋置框架的回传射线矩阵法，研究了方波脉冲轴向作用、水平作用和斜向作用下有缺陷埋置框架和无缺陷埋置框架的速度波．结果表明；横向速度波不能识别埋置框架的基桩缺陷，轴向速度波可以识别，而且基桩缺陷信号很强烈；脉冲水平作用不能识别基桩缺陷，轴向或斜向作用可以识别．     

成层地基中变模量埋置框架的波动响应研究

基于埋置框架的回传射线矩阵法,研究土体刚度对埋置框架速度波的影响,探讨接收点对成层地基中的有缺陷埋置框架轴向速度波的影响规律,比较有缺陷埋置框架与有缺陷单桩基础的轴向速度波.结果表明:土体刚度对成层地基中的埋置框架横向速度波影响较大,有缺陷埋置框架与有缺陷单桩基础的轴向速度波有较好的一致性.     

Systematic remarks on objectivity and frame-indifference,liquid crystal theory as an example

In this paper objectivity and material frame-indifference are systematically discussed, because changing the observer and changing the motion of a material with respect to an observer independent standard frame of reference have to be distinguished carefully. Objectivity and observer invariance of the physical laws and of the constitutive mappings are introduced. Semi-objectivity and objectivity of different time derivative operators are investigated. As examples, changing the observer in liquid crystal theory and changing the motion in linear heat conducting materials is considered.     

在埋置框架中应力波传播的影响因素分析

基于埋置框架的回传射线矩阵法,分析桩土刚度比、荷载作用方向等对埋置框架轴力波、剪力波和弯矩波的影响,并与框架结构进行比较。结果表明:荷载作用方向对埋置框架的轴力波和弯矩波影响较大;由于土体的影响,埋置框架与普通框架的瞬态波有很大不同。     

Induced damage by ellipsoidal cracks in an anisotropic medium

This paper is concerned with an estimation of the effective elastic properties of an anisotropic body permeated by ellipsoidal cracks following the Eshelbys method. The classical integral expression of the P-tensor, the symmetrised derivative of the Greens tensor, is given for a 3D defined crack embedded in an anisotropic medium. The numerical evaluation of the P-tensor is validated with several limiting cases of simplified geometry cracks. The interest of a 3D representation of the cracks is shown with several applications: influence of the ellipticity and crack thickness aspect ratios, growing cracks. To conclude, a comparison between theoretical results and experimental data is done for the load-induced change of the compliance tensor for a damaged composite material.     

Assessment of crystal plasticity based calculation of the lattice spin of polycrystalline metals for FE implementation

When texture is incorporated in the finite element simulation of a metal forming process, much computer time can be saved by replacing continuous texture and corresponding yield locus updates by intermittent updates after strain intervals of e.g. 20%. The hypothesis that the evolution of the anisotropic properties of a polycrystalline material during such finite interval of plastic deformation can be modelled by just rotating the initial texture instead of continuously updating it by means of a polycrystal deformation model is tested in this work. Two spins for rotating the frame have been assessed: the classical rigid body spin and a crystal plasticity based “Mandel spin” (calculated from the rotated initial texture) which is the average of the spins of all the crystal lattices of the polycrystal. Each of these methods was used to study the evolution of the yield locus and the r-value distribution during the 20% strain interval. The results were compared to those obtained by simulating the texture evolution continuously using a polycrystal deformation model. When the texture was not updated during deformation, it was found that for most initial textures the Mandel spin does not perform better than the rigid body spin, except for some special initial textures for which the Mandel spin is much better. The latter ones are textures which are almost stable for the corresponding strain mode. When the texture was updated after each strain interval of e.g. 20% the Mandel spin performed much better than the rigid body spin.     

基于分数导数本构的粘弹性土层—隧洞衬砌系统的稳态动力响应

将混凝土衬砌材料视为具有分数导数本构的粘弹性体,在频率域研究了深埋圆形隧洞粘弹性土的稳态动力响应。利用衬砌的内边界条件和混凝土衬砌与土体界面处的连续性条件,得到了粘弹性土体和衬砌稳态振动的应力和位移解析解。进行了隧洞衬砌厚度、土体阻尼比、本构阶数、材料参数比等对土体的位移和应力幅值影响的算例分析,结果表明:材料参数比对系统动力特性有较大影响,随着材料参数比的增加,位移和应力幅值减小;随着土体的阻尼比、衬砌厚度的增加,位移和应力幅值减小;当材料参数比Tσ/Tε=3时,随着分数导数阶数增大,响应幅值减小。     

On the definitions of failure and critical states in hypoplasticity

A granular body is said to be at failure or in a critical state if the stress state does not change while the body is continuously deformed. Within the framework of hypoplasticity, such states, generally called stationary states,are conventionally defined by the condition that an objective (the Jaumann) stress rate vanishes. However, not all stationary states attained under monotonic deformation lie within the scope of this definition. Simple shear is an example. In fact, stationary states are characterized by zero material time derivative of the stress tensor rather than zero Jaumann rate. In the present paper, we give a generalized definition of stationarity by the condition of zero material time derivative of the stress tensor. The new definition extends the set of possible stationary states and includes those which are not covered by the previous definition. Stationary states are analysed quantitatively using calibrated hypoplastic equations. It is shown numerically that, if the norm of the spin tensor is of the same order as, or smaller than, the norm of the stretching tensor, the old definition approximates all possible sationary states with sufficient accuracy.      

梁板结构埋入压电片的深度和厚度优化研究

根据梁的弯曲变形理论，以及压电材料的压电效应，对压电复合材料梁结构的应变和应力状态进行了分析。推导了压电材料埋入梁结构时其埋入深度和压电材料本身厚度的优化目标函数。根据优化目标函数，绘制出了在给定的基体材料和压电材料弹性模量比之下，压电材料的驱动力矩随埋入深度和压电材料厚度变化的三维曲面和等高线图，直观地表示出了埋入型压电材料智能结构获得最佳驱动力矩的配置方案。同时也分析了结构和压电材料两者的弹性模量之比对其结果的影响。结果表明，压电材料对于结构的作动力矩与其埋入基体材料的深度、本身厚度以及基体材料和压电材料的弹性模量之比都有着密切的联系。同时将结果也推广到了压电板结构，此时压电材料和基体材料的泊松比时其结果也有一定的影响。     

On the application of the plastic spin concept for the description of anisotropic hardening in finite deformation plasticity

The aim of the paper is to fill the gap between the general theoretical formulation of the constitutive relations for plastic spin and practical applications for proper prediction of material behavior at finite plastic deformations and anisotropic hardening. An approximation to the representation of the general constitutive equation for plastic spin is considered and the pertinent substructure corotational rate is applied to formulate the relation for rigid-plastic material with kinematic hardening. The simple shear traction problem is analysed and the proposed model is verified with the experimental results of Swift. The merits of the present proposal vis-à-vis the existing theories are discussed.     

Extended intrinsic mean spin tensor for turbulence modelling in non-inertial frame of reference

We investigate the role of extended intrinsic mean spin tensor introduced in this work for turbulence modelling in a non-inertial frame of reference. It is described by the Euclidean group of transformations and, in particular, its significance and importance in the approach of the algebraic Reynolds stress modelling, such as in a nonlinear K-ε model. To this end and for illustration of the effect of extended intrinsic spin tensor on turbulence modelling, we examine several recently developed nonlinear K-ε models and compare their performance in predicting the homogeneous turbulent shear flow in a rotating frame of reference with LES data. Our results and analysis indicate that, only if the deficiencies of these models and the like be well understood and properly corrected, may in the near future, more sophisticated nonlinear K-ε models be developed to better predict complex turbulent flows in a non-inertial frame of reference.     

细长结构几何非线性分析的子结构方法

将细长结构沿长度方向划分为多个子结构,并在每个子结构上建立一个随结构一起运动的连体基,则结构内任意点的位移可分解为连体基的转动和相对于连体基的小位移。利用细长结构这样的变形特征,本文详细讨论了连体基的转动,给出了与连体基选择方式相协调的节点位移及其虚变分表达式,并将子结构内部位移凝聚到了边界节点上。在此基础上,提出了一种细长结构几何非线性分析的子结构方法,可在不损失计算精度的前提下大幅度降低求解规模,从而提高了计算效率。数值算例验证了所提方法的有效性。     

考虑嵌入移动孔洞的多相材料布局优化

工程结构设计问题中经常需要预先嵌入一个或多个固定形状的孔洞以满足某些功能性或者制造性设计要求.为了有效求解这种带有嵌入可移动孔洞的多相材料连续体结构布局优化问题,通常需要同时优化这些嵌入孔洞的位置和方向及多相材料结构的拓扑构型,以改善结构的整体性能.为此,本文采用参数化的水平集函数描述嵌入孔洞的几何形状,并将定义多相材料结构拓扑的材料密度以及描述嵌入孔洞的位置和方向的几何参数视为所考虑优化问题的设计变量.为了避免由于孔洞移动造成的重新划分网格的繁琐及改善计算效率,使用平滑化的Heaviside函数将所有嵌入孔洞映射为固定网格上的密度场.同时,提出了一种在有限元水平上调用的类SIMP材料插值格式,用于优化问题的材料参数化,进而实现多相材料结构拓扑构型和嵌入孔洞位置和方向的同步优化.这种材料插值格式便于几何变量的解析灵敏度分析,使得当前的优化问题可以用基于梯度的优化算法求解.优化算例证明所提方法可以有效地处理带有多个嵌入孔洞的多相材料结构布局优化问题.      

An objective rotation tensor applied to non-Newtonian fluid mechanics

To develop objective constitutive equations, local frames which translate and rotate with the fluid particle can be used. For example, the corotating frame rotates such that the curl of the velocity calculated in this frame vanishes. From the corotating frame, the Jaumann derivative can be derived. In this paper, a new local frame is developed which causes the cross product of the velocity and acceleration to vanish and is designated as the rigid-rotating frame. The corotating and rigid-rotating frames rotate identically for a rigid-body rotation of the fluid, but rotate differently in flows that contain shearing. This difference in rotation can be used to develop an objective rotation tensor that can be applied to constitutive equations for viscoelastic liquids. The rigid-rotating frame can also be used to develop a rheological time derivative which has been designated the rigid-rotating derivative. These new quantities expand the traditional set of kinematical variables and invariants available for use in constitutive equations. Use of this expanded set of kinematic variables is demonstrated in limiting constitutive equations. Received: 1 March 1999 Accepted: 5 March 1999     

Non-linear viscoelastic behavior of polymer melts interpreted by fractional viscoelastic model

Very recently, researchers dealing with constitutive law pertinent viscoelastic materials put forward the successful idea to introduce viscoelastic laws embedded with fractional calculus, relating the stress function to a real order derivative of the strain function. The latter consideration leads to represent both, relaxation and creep functions, through a power law function. In literature there are many papers in which the best fitting of the peculiar viscoelastic functions using a fractional model is performed. However there are not present studies about best fitting of relaxation function and/or creep function of materials that exhibit a non-linear viscoelastic behavior, as polymer melts, using a fractional model. In this paper the authors propose an advanced model for capturing the non-linear trend of the shear viscosity of polymer melts as function of the shear rate. Results obtained with the fractional model are compared with those obtained using a classical model which involves classical Maxwell elements. The comparison between experimental data and the theoretical model shows a good agreement, emphasizing that fractional model is proper for studying viscoelasticity, even if the material exhibits a non-linear behavior.     

光纤传感器在相似材料模型测试中的相容性研究

为了找出光纤传感器弯曲损耗与岩层变形破坏过程中变形的关系 ,在相似材料模型铺设过程中将光纤传感器埋入在层合材料之间。研究了相似材料模拟实验中 ,光纤与模型岩层的相互作用机理 ,光纤与模型岩层的相容性 ,以及提高二者相容性的方法 ;并设计了一种基于光时域反射技术的新型微弯光纤传感器 ,用于相似材料模型的应变、位移检测中。实验研究表明 ,这种传感器结构不仅能实现对岩体变形的监测 ,而且在该情况下传感器不会失效 ,具有较好的相容性。构建了岩体光纤检测的理论基础