Real-time analysis of isochromatics and isoclinics using the phase-shifting method

This paper studies a new real-time phase-shifting method for the analysis of isochromatic and isoclinic parameters in photoelasticity. By rotating an analyzer at a constant rate and an output quarter-wave plate at a double rate of the analyzer and recording images by a CCD camera continuously, sequential images which brightness is integrated by sensors in a CCD camera during phase-shifting are obtained. Then, the distributions of the isochromatic and isoclinic parameters are obtained immediately and quantitatively using the proposed phase-shifting algorithm. The proposed method can be applied to high-speed inspection of optical elements or glass products. Also, it is expected that slowly varying time-dependent problems can be analyzed by the proposed method.     

A smeared / layered reinforced concrete model for finite element analysis

A new reinforced concrete model, in which the reinforcement steel is assumed as smeared / layered in concrete, is established and installed into a currently used finite element code for nonlinear analysis. It performs the nonlinear behaviors of both concrete and the reinforcement steel. The results of examples are in good agreement with the experimental data.     

金属板料成形的快速有限元分析

研究了基于形变理论的金属板形成快速有限元分析的方法－反向方法,并实现了计算程序。通过实例的计算结果和实验以及增量方法进行了比较,表明此方法能够定性地分析成形工件中的变形情况。由于计算速度快、建立分析模模型简单,此方法可用于设计早期估计零件的可成形性,以及部分工艺参数对形的影响。     

A hybrid finite element scheme for inviscid supersonic flows

I.IntroductionFiniteelementmethodshavebeenwidelyusedinhighspeedcompressibleflows,which,cansolveproblemswithcomplexboundariesconveniently.Unfortunately,itismoredifficulttoconstructhighresolutionschemesonirregularmeshesthanonregularones.Therefore,ameshadapt…     

薄膜横向振动的有限元分析

构造了一种3节点三角形膜单元,以适用于平面薄膜横向振动的有限元分析.在给出单元形函数的基础上,根据最小势能原理建立了薄膜自由振动方程,并推导了单元刚度矩阵和单元质量矩阵.研究结果表明,单元刚度矩阵和单元质量矩阵形式简单,且自由度少;通过两个典型算例,证明3节点三角形膜单元的计算结果非常接近理论解,同时可以达到很高的精度...     

Plastic limit analysis of incompatible finite element method

This paper describes an incompatible finite element model satisfying the consistencycondition of energy to solve the numerical precision problem of finite element solution inperfectly plastic analysis.In this paper the reason and criterion of the application of themodel to plastic limit analysis are discussed,and an algorithm of computing plastic limitload is given.     

钢-混凝土混合框架结构多尺度分析及其建模方法

多尺度计算是保证计算精度的同时最大限度降低计算代价的有效途径,在众多学科领域和工程问题中都得到了应用.在结构有限元多尺度分析领域,要解决的一个关键问题是如何实现局部微观模型与宏观结构模型之间的共同工作.为实现精细有限元模型在植入宏观结构模型时不同尺度模型界面的变形协调,提出有限元微观模型与宏观模型的界面连接方法,给出了轴向、横向和转角的约束方程.通过编制用户子程序,使该方法在有限元软件中得以实现,并通过简单的圆柱筒算例,对界面连接的合理性进行了验证.最后基于多尺度建模方法和复杂混合结构节点的精细模型,给出了钢-混凝土混合框架结构多尺度弹塑性时程分析的应用实例,结果表明多尺度计算可较好模拟节点的复杂边界条件.本文建议的界面连接方法可有效实现不同尺度模型界面的变形协调,为工程结构进行多尺度提供了条件.     

齿轮精密锻造三维有限元分析

开发了齿轮精密锻造三维有限元分析软件系统 ,采用三维弹塑性大变形有限元分析方法 ,分析了精密锻造过程的力学响应 ,获得上模、精锻齿轮和下模应力与变形的详尽信息。     

国外几种大型微机有限元分析系统(FEAS)简介

本文简述当前国际上流行几种大型通用微机用有限元程序的概况，以及它们的比较与应用等     

A precise singular finite element for crack analysis

The multi-variable finite element algorithm based on the generalized Galerkin’smethod is more flexible to establish a finite element model in the continuum mechanies.Byusing this algorithm and numerical tests a new singular finite element for elasto-plasticfracture analysis has been formulated.The results of numerical tests show that the newelement possesses high accuracy and good performance.Some rules for formulating amulti-variable singular finite element are also discussed in this paper.     

理性有限元

提出了与常现有限元迥然不同的理性有限元列式。其方法论的差别在于理性有限元充分考虑了力学的微分方程，用方程的解来逼近单元内部场．即以力学的需求为主导，再用相应的数学方法推导。并用理住平面四边形元RQ4为典型予以表述。数值结果表明理性有限元的优越性质。     

基于等几何分析的比例边界有限元方法

提出了一种具有比例边界有限元的半解析特性和等几何分析的几何特性的新方法。该新方法是在比例边界有限元框架中用NURBS曲线或曲面精确描述域边界几何形状,同时域边界位移场采用描述几何形状的NURBS形函数等参构造。这种新方法具有比例边界有限元固有的径向解析特性和NURBS的高阶连续性的优点。数值算例显示,与传统的比例边界有限元相比,基于等几何分析的比例边界有限元方法提高了域边界单元和域内应力场的连续性,减少了计算自由度。应用此方法可以用较少的计算自由度获得更高连续阶和更高精度的位移、应力和应变场。     

A NEW HYBRID QUADRILATERAL FINITE ELEMENT FOR MINDLIN PLATE

ＡＮＥＷＨＹＢＲＩＤＱＵＡＤＲＩＬＡＴＥＲＡＬＦＩＮＩＴＥＥＬＥＭＥＮＴＦＯＲＭＩＮＤＬＩＮＰＬＡＴＥＣｈｉｎＹｉ（秦奕）（ＴｉａｎｊｉｎＡｒｃｈｉｔｅｃｔｕｒａｌＤｅｓｉｇｎＩｎｓｔｉｔｕｔｅ，Ｔｉａｎｊｉｎ）ＺｈａｎｇＪｉｎｇ－ｙｕ（张敬宇）（Ｉ...     

一类有限元结构分析的EBE计算方法

本文利用ＥＢＥ策略￣［１］的基本思想，给出一类有限元结构分析的ＥＢＥ计算方法，即ＥＢＥ共轭梯度法ＥＢＥ－ＣＧ和ＥＢＥ预处理共轭梯度法ＥＢＥ－ＰＣＧ，这类方法避免了传统有限元结构分析中总刚度阵的组集而可大大降低存储量要求。同时它们还特别适合在各种粒度下的多处理机系统上实现。初步数值试验结果表明：这类ＥＢＥ有限元结构分析方法对串行和并行计算都是很有效的。     

Rigid finite element and limit analysis

According to the lower bound theorem of limit analysis the Rigid Finite Element Method (RFEM) is applied to structural limit analysis and the linear programmings for limit analysis are deduced in this paper. Moreover, the Thermo-Parameter Method (TPM) and Parametric Variational principles (PVP) are used to reduce the computational effort while maintaining the accuracy of solutions. A better solution is also obtained in this paper. The project supported by National Natural Science Foundation of China     

用于多种夹层板等效的有限元分析法

针对夹层板力学性能解析法难于计算复杂结构的夹层板且通用性差的问题,本文采用有限元分析法研究了夹层板性能的等效方法。对夹层板的代表体单元模型施加位移约束,模拟弯曲变形时线性独立的应变分量和弯曲内力;根据夹层板内力与应变的本构关系,求出刚度矩阵;最后由刚度矩阵得出宏观等效弹性常数,从而把夹层板等效成连续材料的单层板单元。将该方法与解析法计算结果进行比较得到的夹层板单元四个主要弹性常数误差在0.2%以内,验证了该方法的有效性;另外采用该方法等效三种典型结构夹层板,比较实际模型和等效模型的弯曲响应,得到的误差均在1.4%以内,表明该方法在不考虑复杂多变的夹芯结构时具有通用性。     

有限元分析课程引入问题式学习(PBL)教学探索

在分析传统教学与问题式学习PBL(problem-basedlearning)教学各自利弊的基础上, 将PBL教学法引入工科研究生有限元分析课程教学. 通过改革课程体系和创新评价体系, 整合知识结构, 进行问题设计, 分步具体实施. 优化了教学内容, 加强了研究生自学能力及科学研究能力的培养, 激发了学生的想象力和创造力. 同时,对教学内容与课时数的矛盾, 理论教学和工程应用的矛盾以及有限师资和众多学生的矛盾等PBL教学中难点问题的处理, 作了初步的探索.     

Vibration modelling of structural networks using a hybrid finite element/wave and finite element approach

The vibration modelling of waveguide structures is considered. These structures comprise waveguides connected via joints. Traditionally, analytical models of the wave behaviour of such structures can be developed if they are simple (beams or rods connected at point joints, etc.). However, if the waveguides are of complicated constructions (truss-like, layered media, etc.) or the joints are complicated (e.g. of significant physical dimensions), obtaining the wave characteristics might be a formidable task. In this paper, such structures are modelled using a hybrid finite element/wave and finite element (FE/WFE) approach. The waveguides are modelled using the WFE method and thus their wave characteristics are obtained regardless of the complexity of their cross-section. The joints are modelled using standard FE, and the WFE and FE models are coupled to yield the scattering properties of the joints. The propagation and scattering models are assembled to describe the behaviour of the structure using relatively small models, while also providing information for other applications such as structure-borne sound, statistical energy analysis, etc. Numerical examples are presented to illustrate the approach.     

组合单元法在砂井地基有限元分析中的应用

针对砂井地基的平面应变有限元分析,本文首次将组合单元法引入到砂井地基的分析中,提出砂墙组合单元。该单元对常规等参元进行改进,在单元内部同时考虑砂井的涂抹作用和井阻作用,从而克服了常规有限元法在计算砂井地基时单元数和节点数过多的缺点。将砂墙组合单元加入USAP有限元计算软件,工程算例分析结果表明：与已有的各砂井地基的平面应变解答和荷兰的基础工程有限元分析软件PLAXIS相比,解答合理并有效地考虑砂井的涂抹作用和井阻作用;与常规有限元法相比,在保证计算精度的前提下,减少了可观的单元数和节点数,降低了计算的工作量。     

超级有限元法及其在结构工程中的应用

本文探讨一种基于半连续半离散思想，适用于复杂结构（如高层框架、剪力墙、桁架、网架等结构系统）工程分析的超级有限元，其结构数值分析是按连续体进行，但又按单个构件进行有限元计算。这种按整体系统进行离散所获得的单元内部包含众多构件，有别于一般常见的实体有限元，称为“超级有限元”。这种方法自由度数比一般有限元法少很多，又与单元内部所含构件数多少无关，并可求取结构内每个构件的内力值。