基于LiToSim平台的金属围护结构软件研发

直立咬合金属围护结构在风荷载作用下易发生风揭破坏,目前缺少能数值模拟金属围护结构的等效节点模型以及有限元分析软件.该文首先根据围护结构的非线性风致响应提出了直立咬合金属围护结构的弹塑性等效弹簧节点模型,并推导出了弹塑性等效弹簧单元的有限元算法;然后将算法嵌入平台LiToSim中,研发出了金属围护结构的定制化软件LiToSpr;最后建模分析了结构响应,并与抗风揭实验对比,验证了定制化软件LiToSpr的适用性.软件LiToSpr能够模拟直立咬合金属围护结构的非线性风致响应,为工程设计提供一定参考.     

裂纹尖端场弹塑性分析的加权残数法及塑性应力强度因子的计算

本文以幂强化材料,平面应变情形为例,系统地提出了裂纹尖端场弹塑性分析的加权残数法,并根据此法,得出了裂纹尖端场的解析式弹塑性近似解.在此基础上.对整个裂纹区域,构造了弹塑性解叠加非线性有限元计算塑性应力强度因子的方法,从而为裂纹尖端场和整个裂纹体的分析和计算,提供了一个方法.     

基于小波神经网络方法的桥梁结构损伤识别研究

桥梁结构在服役期间会承受复杂的荷载,长期使用会不可避免地出现各种损伤.若这些损伤不能被及时发现和适当处理,将有可能造成严重的事故.因此,桥梁结构的局部小损伤识别对于其及时检修有重要意义.通常,损伤结构的全局动态特性测试可能对局部的结构损伤不敏感,特别是对小损伤,这就需要从结构动态响应信号中提取对损伤更敏感的特征量.建立了桥梁结构的有限元模型并进行动力特性分析;采用小波包分析方法处理结构动态响应信号以构造结构损伤指标,并结合结构损伤指标和人工神经网络方法进行桥梁结构的损伤定位.     

轴对称问题的对角线化—致质量矩阵和弹塑性撞击的动力有限元分析

本文找到了轴对称问题的三角圆环有限元的对角线化一致质量矩阵,从而克服了集总质量法的粗略随意性所引起的不安,以及一致质量法的非对角线项对计算工作带来的麻烦.本文也对弹塑性轴对称撞击问题提供了动力有限元分析计算的基础.     

反应堆压力容器密封环弹塑性分析

借助ANSYS的NLISO本构模型和接触算法对Inconel718合金O形环的压扁-回弹特性进行弹塑性有限元模拟。采用三维有限元模型,进行了O形环在螺栓预紧力、温度、压力作用下热弹塑性大变形的反应堆压力容器密封分析,真实而全面地考虑了各种载荷的施加。     

带有摩擦的单边接触大变形问题的研究：（Ⅱ）非线性有限元解及应用

在文[1]所建立的增量变分力程的基础上,本文建立了单边接触弹塑性大变形问题的非线性有限元增量方程;进一步阐述了基于拖带坐标系的大变形有限元方法的特点,建立了实用的大变形接触模型.作为应用实例,计算了悬臂梁、厚圆板的弹性接触大变形和金属圆环弹塑性接触大变形问题,得到了令人满意的计算结果.     

考虑损伤效应的正交各向异性板的弹塑性后屈曲分析

基于弹塑性力学和损伤理论,建立了一个与应力球张量有关的正交各向异性材料的混合硬化屈服准则,该准则无量纲化后与各向同性材料的Mises准则同构,进而建立了混合硬化正交各向异性材料的增量型弹塑性损伤本构方程和损伤演化方程．基于经典非线性板理论,得到了考虑损伤效应的正交各向异性板的增量型非线性平衡方程,且采用有限差分法和迭代法进行求解．数值算例中,讨论了损伤演化、初始缺陷对正交各向异性板弹塑性后屈曲行为的影响．数值结果显示了弹塑性后屈曲与弹性后屈曲的不同,并且损伤和损伤演化对板的弹塑性后屈曲的影响不可忽略．     

变刚度复杂梁结构损伤检测方法研究

提出了适用于复杂梁结构损伤检测的子段模态应变能法SSEM(subsectionstrainenergymethod),并分析了该方法的适用性条件．通过对变截面梁的有限元计算,以及对纤维增强复合材料风机叶片缩比模型的试验分析,验证了SSEM方法确定的结构损伤指标对损伤准确定位的可靠性．该基于振动的变刚度复杂梁结构的损伤检测方法,可应用于工程实际中梁和类梁整体结构的损伤检测．     

非饱和膨胀土的结构损伤模型及其在土坡多场耦合分析中的应用

针对原状膨胀土对气候变化反映敏感的特点和其具有胀缩性、裂隙性、超固结性等力学特性,以非饱和土力学和损伤力学为基础,建立了一个非饱和膨胀土的弹塑性损伤本构模型及相应的固结模型．把原状膨胀土看成是由未损部分和损伤部分的复合体,未损部分用非饱和土的非线性本构关系描述,损伤部分用损伤演化方程和两个屈服面（即,加载屈服面和剪切屈服面）描述．其中的损伤演化方程包括加载引起的损伤和干湿循环引起的损伤两个方面,用作者研制的CT-三轴试验确定．设计了相应的有限元程序UESEPDC;对非饱和膨胀土边坡进行了三相多场耦合问题的数值分析．分析分为4个阶段,得到了边坡在每一分析阶段的应力场、位移场、孔隙水压力场、孔隙气压力场、含水量场、基质吸力场、结构损伤演化场和塑性区扩展的动态图,较好地揭示了膨胀土边坡在开挖和气候变化条件下逐渐发生失稳滑动的现象及其机理．     

损伤材料本构关系的一种内蕴时间理论

在评述了现有的连续介质损伤力学(CDM)的严重缺陷之后,基于所提出的损伤对本构关系影响的物理机制和模型及在ε_(T_qD)空间中对损伤材料不可逆过程的热力学描述,本文提出了一组新型的弹塑性损伤本构方程。该方程符合本文第一作者所提出的耗散型材料本构方程形式不变性定律的条件,以及Lemaitre,Valanis的本构方程和经典塑性理论的主要结果可由它在简化条件下推出的属性。文中还简略提到了损伤演化方程、有限元算法、材料函数确定方法及其在弹塑性损伤场分析中的初步应用。文末强调了内蕴表征时间z*和φ在ε_TD与ε_Tq)子空间中分析复杂的损伤与非弹性变形耦合问题时的重要价值;并将本文所提出的模型推广得到了纤维增强复合材料的损伤本构方程。     

弹塑性问题线性互补方程的凝缩解法

本文提出了将由变分不等方程导出的弹塑性问题的线性互补方程采用凝缩求解的方法,在避免了迭代计算所节省的时间之外又进一步大大节省了计算时间,极大地提高了对大型结构进行弹塑性分析的效率。     

Elasto-plastic analysis for plane stress contact problems using a modified RBSM method

The rigid body-spring model proposed by Kawai (1977, 1978) (called RBSM) can be applied to the contact problem, but it leaves something to be desired as a method of elasto-plastic analysis.

Additionally, the results obtained from the RBSM do not agree well with the ones obtained by the FEM. Thus, a modified RBSM is proposed here which uses a more reasonable yielding criterion and a proper stress-strain matrix. A simple example is given, showing that the modified RBSM is effective in elasto-plastic analysis, producing nearly the same approximation as the FEM.

Using the modified RBSM and the original RBSM, the elasto-plastic behavior of the cantilever beam with the built-in edge taken as a contact problem is analyzed under the two contact conditions, the sticking friction and the frictionless lubrication. Comparing the results, it is clear that the modified RBSM provides reasonable results but the original RBSM should be used with care.     

Elasto-plastic analysis of reinforced soils using mesh-free method

In this paper the application of the mesh-free method (MFM) for the elasto-plastic analysis of reinforced soils is studied for the first time. The applied mesh-free method is called the radial point interpolation method (RPIM). In MFM, unlike the finite element method (FEM), there is no need of mesh in the traditional sense, and the shape functions are based on nodes. In the present study the reinforced soil is divided into three separate parts of soil, reinforcements, and interface layers. The displacement field in each part is constructed by RPIM. The final system of equations is derived by the substitution of the displacement field into the weak form of the governing equation. The elasto-plastic behaviors of soil, reinforcements, and interface layers are considered. There is also the ability of slippage modeling between the soil and reinforcement. Based on the derived equations a computer code has been developed and its validity investigated by solving some examples at the end of the paper.     

Instability prevention at the modeling of large elasto-plastic strains under cyclic loading

The cyclic instability phenomenon is investigated at the modeling of large elasto-plastic strains. The possible causes of the cyclic instability and conditions ensuring cyclical stability of elasto-plastic models are analyzed for the case of large strains. Among the possible causes of the cyclic instability the following are considered: the method of strain decomposition on elastic and plastic parts; the constitutive law for the elastic deformation (hypo- and hyper-elasticity); the constitutive equation for the plastic deformation; the constitutive relation for the plastic spin; kinematic hardening law, in particular, the type of the objective rate in the generalized Prager's law. Predictions of 50 various models of the elasto-plastic material have been compared in order to find the causes of the cyclic instability. Two test problems are considered: cyclic simple shear, combined cyclic simple shear and tension-compression. Results of numerical experiments for the various material models are presented and discussed. (© 2005 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)     

An enhanced tensorial formulation for elastic degradation in micropolar continua

In the past, a lot of applications of the micropolar (or Cosserat) continuum theory have been proposed, especially in the field of granular materials analysis and for strain localization problems in elasto-plasticity, due to its regularization properties. In order to make possible the application of the micropolar theory to different constitutive models and to extend its regularization properties also to damage models, in this work a general formulation for elastic degradation based on the micropolar theory is proposed. Such formulation is presented in a unified format, able to enclose different kinds of elasto-plastic, elastic-degrading and damage constitutive models. A peculiar tensor-based representation is introduced, in order to guarantee the conformity with analogous theories based on the classic continuum, in such a way as to make possible the application to the micropolar theory of theoretical and numerical resources already defined for the classic theory. Peculiar micropolar scalar damage models are also proposed, and derived within the new general formulation.     

Reliable solution of an elasto-plastic Reissner-Mindlin beam for Hencky's model with uncertain yield function

We apply the method of reliable solutions to the bending problem for an elasto-plastic beam, considering the yield function of the von Mises type with uncertain coefficients. The compatibility method is used to find the moments and shear forces. Then we solve a maximization problem for these quantities with respect to the uncertain input data.     

A computational verification method of existence of solution for elastoplastic torsion problems with uniqueness

We propose a numerical method to verify the existence and uniqueness of solutions to elasto-plastic torsion problems. We numerically construct a set containing solutions which satisfies the hypothesis of Banach fixed-point theorem in a certain Sobolev space.     

FEM-BEM coupling for elasto-plastic analysis: automatic adaptive generation of the FEM and BEM zones of discretization

In this paper, we present the concept and implementation issues of an adaptive FEM-BEM coupling method for two – dimensional elasto-plastic analysis. Considerable attention is devoted to the generation and progressive adaption of the FEM and BEM discretizations. (© 2008 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)