DOMAIN AVERAGE SCM AND CONSTITUTIVE MODELLING OF POLYCRYSTALLINE AGGREGATES

A theoretical framework for the approximate constitutive assembly of polycrystals,termed henceforth domain average self consistent method, is developed to extend to SCM ofHill to adhered or sliding aggregates of arbitrary grain shape. The legitimacy and usefulnessof the current theory are justified by the polycrystals composed of cubic grains and slidingspherical grains.     

Mixed energy method for solution of quadratic programming problems and elastic-plastic analysis of truss structures

A new algorithm for the solution of quadratic programming problems is put forward in terms of the mixed energy theory and is further used for the incremental solution of elastic-plastic truss structures. The method proposed is different from the traditional one, for which the unknown variables are selected just in one class such as displacements or stresses. The present method selects the variables in the mixed form with both displacement and stress. As the method is established in the hybrid space, the information found in the previous incremental step can be used for the solution of the present step, making the algorithm highly efficient in the numerical solution process of quadratic programming problems. The results obained in the examples of the elastic-plastic solution of the truss structures verify what has been predicted in the theoretical analysis. Project supported by the National Natural Science Foundation of China (No. 50178916, No. 19732020 and No. 19872016), the National Key Basic Research Special Foundation (No. G1999032805), the Special Funds for Major State Basic Research Projects and the Foundation for University Key Teachers by the Ministry of Education of China.     

双边切口薄板小试件动态弹塑性有限元分析

对［１］中采用的双边切口薄板小试件进行了动态弹塑性有限元分析，计算了动态积分，研究论证了积分作为该试验系统试件裂端表征参量的可行性；对深裂纹Ｒｉｃｅ公式计算动态积分的有效性进行了验证。为文［１］提出的平面应力型动态弹塑性起裂韧度的表征与测试方法提供了进一步的论证。     

Determination of elastic-plastic stresses and strains from measured surface strain data

A rigorous approach founded in the fundamental principles of plasticity is used to develop an accurate numerical algorithm for the determination of stresses and elastic and plastic strains from total strain data measured on a structure surface. The approach used to develop the algorithm and its relationship to both the flow theory of plasticity and recent advances in tangent stiffness-based numerical solution procedures for elastic-plastic boundary value problems are presented. Verification of the method for plane stress problems is demonstrated. A discussion of how the method can be used with measured surface displacement data is proved.     

正交各向异性薄板的弹塑性屈曲分析

本文应用混合硬化正交各向异性塑性理论和屈曲的能量法则，推导了正交各向异性薄板在面内压缩情况下的弹塑性稳定方程，计算了相应的临界荷载，并讨论几何形状、边界条件及诱导荷载比等对临界应力的影响。分析表明材料的各向异性性质对弹塑性临界应力的有较大的影响。     

On dynamic buckling phenomena in axially loaded elastic-plastic cylindrical shells

Some characteristic features of the dynamic inelastic buckling behaviour of cylindrical shells subjected to axial impact loads are discussed. It is shown that the material properties and their approximations in the plastic range influence the initial instability pattern and the final buckling shape of a shell having a given geometry. The phenomena of dynamic plastic buckling (when the entire length of a cylindrical shell wrinkles before the development of large radial displacements) and dynamic progressive buckling (when the folds in a cylindrical shell form sequentially) are analysed from the viewpoint of stress wave propagation resulting from an axial impact. It is shown that a high velocity impact causes an instantaneously applied load, with a maximum value at t=0 and whether or not this load causes an inelastic collapse depends on the magnitude of the initial kinetic energy.     

孔边循环应变与疲劳循环次数相关性实验研究

材料的应变疲劳寿命与裂端的塑性应变有关。研究孔边循环应变与疲劳循环次数的相关性,对于研究材料损伤及微裂纹的产生,预防宏观裂纹的产生及扩展具有十分重要的意义。所以本文对有限宽板中心带孔试件进行了拉伸疲劳试验,用以研究这种相关性。在疲劳试验前首先进行逐级的加、卸载缓慢循环实验,同时利用数字图像相关技术测量孔周的位移场,进而求出孔边应变。在疲劳试验过程中,每当疲劳循环1500次就停机,进行同样的缓慢循环实验,并测量出孔周的位移场及孔边应变。实验研究中获得了一些很重要的结果。     

铁磁矩形简支板的磁弹塑性弯曲行为分析

基于广义变分原理得到的磁力计算公式,采用塑性增量理论,Mises屈服准则和有效的增量有限元计算方法,研究了线性强化材料铁磁矩形板的磁弹塑性弯曲行为。在文中定量模拟了铁磁简支矩形板在外加磁场作用下的挠度特征曲线,铁磁板发生塑性变形时的构型图和不同外加磁场下的中截面构型,以及铁磁板在卸载后的残余挠度特征曲线等力学特征,分析了塑性区域随磁场增加而扩展的情况。数值结果表明:当铁磁矩形板上的部分区域发生塑性屈服后,其变形明显大于相同磁场条件下铁磁板发生的弹性变形值;且随着外加磁场倾角的增大(0°<α≤45°),铁磁板进入塑性屈服状态的临界屈服磁场值减小;铁磁板的中截面构形为双半波型,其塑性区域由铁磁板两侧挠度最大的区域向板的中心区域扩展,板的中心最后进入塑性区域等。     

各向同性及随动硬化材料在有限弹塑性变形情况下的本构关系

提出一种修正的随动硬化材料塑性应变关联流动律,一个有限弹塑性变形过程被分解成许多小变形子过程,子过程中的应力响应被研究,研究表明子过程中的应变增量有两部分组成,只有其中一部分影响应力,结果,各向同性及随动硬化材料在有限弹塑性变形时的本构关系被提出,最后,对新本构关系与其它理论的本构关系作了比较,计算了简单剪切变形的应力。     

裂纹尖端弹塑性变形的实验测量与有限元计算

用显微网格数字图像处理方法，测量了Ｆｅ－Ｓｉ材料平面应力条件下Ⅰ型单边裂纹尖端附近的应变场，并且用弹塑性有限元程序进行了数值模拟。对实测结果和有限元计算模拟结果进行了对比分析。结果表明：逐级更新拉格朗日坐标体系下的弹塑性有限元计算在裂纹尖端不出现严重钝化和损伤的条件下，可以正确反映裂尖区域的弹塑性变形。在裂纹接近临界扩展时，有限元计算与实测结果之间有较大差别，其原因有待进一步研究。