具有自由边的复合材料层合板的解析解

从三维弹性力学基本方程出发,通过假设自由边的边界位移函数,建立了正交异性层合板的状态方程,给出了对边自由,对边简支矩形板的解析解.此解满足层合板的基本方程和层间连续条件.用本文的方法比较容易处理层合板的自由边.算例表明,数值结果具有较高的精度.     

涉及肌肉作用影响的髓内钉屈曲分析

在骨折的修复过程中，常发生髓内钉断骨内的情况。其主要原因是涉及肌肉影响后，髓内钉不是单钝的受压杆件，而是多种组合变形的屈曲问题。文中利用有限元法对目前较新结构的髓内钉在骨折治疗中涉及肌肉作用影响进行多方面的压、弯曲与扭转组合变形屈曲分析。得出了三叶瓣型髓内钉在涉及肌肉影响时的屈曲临界压力比单纯受压时髓内钉的屈曲临界压力小51％。并得出髓内钉只能额外承受15Nm左右的外来扭力。这些结果可供髓内钉进一步发展及临床应用参考。通过有限元的分析还可以对髓内钉受力状态的薄弱环节有一个全面的认识，为髓内钉合理设计、材料的选择等进行优化设计提供依据。     

广义Stokes方程的完全边界积分表示式及其在求解N-S方程中的应用

为了分解N-S方程组各变量相互偶合,本文采用Peaceman-Rachford算子分裂法,将时间相依的N-S方程组分解成不存在上述偶合特性的线性和非线性的子问题。线性子问题具有广义Stokes方程类型。本文采用多重互易法,即采用多阶拉普拉斯算子基本解逐步变换,将其解表示成完全边界积分形式,从而使问题的计算维数降低一维。广义Stokes方程的算例以及二维圆柱在剪切流中的Stokes绕流解,都表明多重互易算法具有高效特点,而且后者与文[3]解析解吻合得非常好。     

软粘土卸载特性计算模型研究

本文从三个方面对软粘土的卸载特性进行了理论研究。采用太沙基一维固结理论，编制了内嵌固结计算的修正剑桥模型程序．对软粘土卸载强度进行了分析。推导了基于修正剑桥模型的孔压表达式并编制了相应的程序对软粘土的卸载孔压特性进行了研究，结果显示，在伸长条件下．孔压先由零逐渐发展到负的最大值．然后又逐渐减小至零。突破零位后，发展成为正孔压并最后达到正的最大值。围压越大，产生的负孔压的极值越大，最终的正孔压越小。将传统边界面模型的线弹性卸载过程改进为弹塑性．建立了软粘土的边界面广义弹塑性模型，从而使边界面模型可用于分析软粘土卸载过程中的塑性变形问题。理论分析结果与试验进行了比较验证，证明理论研究方法是可行的。     

HOMOGENIZATION—BASED TOPOLOGY DESIGN FOR PURE TORSION OF COMPOSITE SHAFTS

In conjunction with the homogenization theory and the finite element method, the mathematical models for designing the corss-section of composite shafts by maximizing the torsion rigidity are developed in this paper. To obtain the extremal torsion rigidity, both the cross-section of the macro scale shaft and the representative microstructure of the composite material are optimized using the new models. The micro scale computational model addresses the problem of finding the periodic microstructures with extreme shear moduli. The optimal microstructure obtained with the new model and the homogenization method can be used to improve and optimize natural or artificial materials. In order to be more practical for engineering applications, cellular materials rather than ranked materials are used in the optimal process in the existence of optimal bounds for the elastic properties. Moreover, the macro scale model is proposed to optimize the cross-section of the torsional shaft based on the tailared composites. The validating optimal results show that the models are very effective in obtaining composites with extreme elastic properties, and the cross-section of the composite shaft with the extremal torsion rigidity. The project supported by the National Natural Science Foundation of China (10172078 and 10102018)     

基于Hellinger-Reissner变分原理的应变梯度杂交元设计

从一般的偶应力理论出发，基于Hellinger-Reissner变分原理，通过对有限元 离散体系的位移试解引入非协调位移函数，得到了偶应力理论下有限元离散系统的能量相容 条件，并由此建立了应变梯度杂交元的应力函数优化条件. 根据该优化条件，构造了一 个C0类的平面4节点梯度杂交元，数值结果表明，该单元对可压缩和不可压缩状态的 梯度材料均可给出合理的数值结果，再现材料的尺度效应.     

Quadrilateral isoparametric finite elements for plane elastic Cosserat bodies＊

4-node, 8-node and 8(4)-node quadrilateral plane isoparametric elements are used for the solution of boundary value problems in linear isotropic Cosserat elasticity. The patch test is applied to validate the finite elements. Engineering problems of stress concentration around a circular hole in plane strain condition and mechanical behaviors of heterogeneous materials with rigid inclusions and pores are computed to test the accuracy and capability of these three types of finite elements.The project supported by the National Natural Science Foundation of China (10225212, 50178016, 10421002) and the Program for Changjiang Scholars and Innovative Research Team in University of China The English text was polished by Keren Wang.     

Prediction of Quasi-Brittle Fracture of Concrete and Rock Structures Using Laboratory-Sized Specimens

A simple method is developed for predicting the fracture behaviour of struetures made of quasi-brittle materials sueh as eonerete and roek using the data from laboratory-sized speeimens. The method is based on the reeently-developed boundary effeet concept and associated asymptotic model. It is demonstrated that the ＂apparent＂ size dependence of fraeture behaviour of concrete and rock is in fact due to the influence of specimen boundaries. Various size effect phenomena that are often observed in fracture meehanies tests of eoncrete and roek are related to each other, and the asymptotie boundary effect model can explain all the observed ＂size＂ effeet phenomena. Four types of experimental results available in the literature （ineluding the data measured on （1） the speeimens of identical size with different crack-to-size （α） ratios, （2） specimens of different sizes with different a-ratios, （3） different types of specimens and （4） geometrieally similar speeimens） are used to verify the asymptotic boundary effect model, and it is found that the predictions of the model agree very well with the experimental results. Furthermore, the important fracture properties, fracture toughness KIC and strength f, of quasi-brittle materials sueh as eonerete and roek can also be calculated using the formulae provided in the model.     

广义协调平板型矩形壳元

本文根据修正势能原理通过广义协调方法提出了一种列式简单的平板型矩形壳元ＧＣＲ２４。它在四个角点处各有六个自由度，总共二十四个自由度。作为一种极限协调元，单元的收敛性得到保证，并且不发生薄膜闭锁现象。通过标准问题的数值检验，表明本文提出的平板型矩形薄壳元是性能可靠、计算精度高的优质单元。     

夹层板的复变边界元解法

本文用全纯函数表示微分方程△f(x,y)-λ(~2)f(x,y)=0的一般解,粮据全纯函数的Bekya积分表示法,建立了复数域内的边界积分方程并针对各种边界条件下Reissner型夹层板、Hoff型夹层板进行了数值求解。