在材料研制中的连续介质细观力学有限元建模现状评论（译文）

评述了机械载荷下材料力学行为有限元模拟的先进技术.分析 了考虑材料微观及细观结构情况下，对材料变形、损伤、断裂进行模 拟时各种方法的优缺点及发展前景.阐述了对材料行为模拟方法的发 展，包括基本的及先进的方法，如体胞方法、真实结构模拟、粘结区 模型等.分析了在先进新材料的开发中运用有限元方法的可能性     

单轴荷载下饱水岩石静态和动态抗压强度的细观力学分析

由于单轴荷载下饱水岩石的动态力学特性与静态力学特性存在很大差异,从宏观上进行力学分析 存在局限性。根据岩石受压全应力应变曲线的细观机制,分析了静态及动态单轴荷载条件下孔隙水影响饱水 岩石裂纹扩展的情况。在静态单轴压缩条件下,初始裂隙受压使自由水产生孔隙水压力,自由水对翼裂纹有 向外挤压的应力,促进裂纹扩展。在动态单轴压缩条件下,自由水会产生粘结力,抑制裂纹扩展。根据翼裂纹 受压扩展原理,推导出饱水单轴条件下动态抗压强度、静态抗压强度的计算公式,在相同断裂韧度下,饱水岩 石静态抗压强度风干岩石静态抗压强度饱水岩石动态抗压强度。对自然风干和饱水砂岩进行单轴静态、 动态压缩实验,结果与理论模型的结果相符。     

土的工程力学性质的颗粒流模拟

基于颗粒流理论,引入不同的颗粒接触连接本构模型,分别建立了砂土和粘性土的颗粒流模型．通过颗粒流数值模型试验,对砂土和粘性土的室内平面应变试验及其剪切带形成和发展进行了数值模拟,分别对比了不同围压下颗粒流试样与室内试验的应力应变关系曲线,基本再现了砂土和粘性土试样应力．应变关系．通过砂土和粘性土PFC试样剪切带模拟表明,当围压较小时试样内部颗粒位移量小而且分布范围较广,当围压增大时,试样内部颗粒位移量也增大,而且发生较大位移颗粒的分布范围趋于集中,同时随着围压的增大试样内部形成明显的剪切带．无论砂土还是粘性土的PFC试样,随着围压的增加剪切带的形状趋于集中,而且剪切带宽度在减小．在围压很小时,试样内形成大的破坏区域,在围压较大时出现明显的线破坏区．这些规律基本与室内试验结果相似。     

高聚物细观损伤演化的研究进展

聚合物的银纹化损伤与断裂是一个复杂和重要的研究课题。简述了银纹引发的(热)力学条件和银纹成核的微观机理。结合最新的研究进展,对银纹向前扩展的弯月面不稳定机理、银纹增厚的蠕变机理和界面转入机理作了较详细的分析与综合。考虑银纹细观结构中横系的作用,对银纹结构模型、银纹微纤断裂判据、微纤断裂行为的分子量和缠结密度相关性以及银纹与裂纹相互作用等问题进行了较详细的综述。指出银纹生长和断裂的深入研究可望建立材料宏观断裂韧性和材料细观结构以及微观参数之间的关联,为进行材料韧性的微观设计提供一条可行的途径。并对今后这一领域的研究方向和重点进行了展望。      

On One Two-Level Model in the Mesomechanics of Compression Fracture of Cracked Composites

The article is devoted to a two-level model in the mesomechanics of compression fracture of composites with cracks. Consideration is given to fiber-laminated panels with an opening compressed along the fibers so that two cracks propagate from the opening edge in a direction perpendicular to the loading axis. The previous results obtained by the author in the three-dimensional theory of stability of deformable bodies and nonclassical fracture mechanics are used to create the above-mentioned two-level model     

THE MEASUREMENT OF PLASTIC DEFORMATION AND CRACK GROWTH IN CRACKED SPECIMENS BY SAM

In this paper,scanning acoustic microscope(SAM) was used to obtainsome characteristic photographs which explain the mesoscopic information of severalcracked specimens.New results on subsurface information of steel,nickel andaluminium were presented.Plastic deformation and crack initiation were observed andanalysed.The length of crack propagation was measured.SAM is particularly suited tothe study of many mesoscopic phenomena in material science because it can imagemesoscopic subsurface feature without sectioning.It is revealed that SAM has a brightfuture in the field of mesomechanics.     

延性材料的动态崩落研究

采用Ｇｒａｄｙ发展的一种动态崩落的一般描述方法，考虑了Ｈｅｒｔｚｂｅｒｇ对崩落过程的塑性修正，借助于不同的基体材料的等效应力假定，给出了考虑粘性（应变率）效应的强冲击载荷下延性材料的动态崩落尺寸与孔隙度的定量关系。这对动态断裂的细观描述提供了一个新的途径。     

Analyzing the Laws of Stable Subcritical Growth of Cracks in Polymeric Materials on the Basis of Fracture Mesomechanics Models. Theory and Experiment

The laws of stable crack growth are analyzed using fracture mesomechanics models for polymeric materials under long-term subcritical tension. A review is given of experimental and theoretical studies of crack-tip process zones. The studies were conducted using physical and mechanical methods and fracture mesomechanics models, allowing for the structural and rheological features of process zones. Theoretical and experimental results on the behavior of process zones are generalized and the theory of stable crack growth in viscoelastic polymers, which assumes the autonomy of the process zone during crack development, is justified     

岩石破裂与渗流耦合过程细观力学模型

从岩石细观非均匀性的特点出发,应用弹性损伤力学、B iot渗流力学理论,对岩石破裂过程渗流-应力-损伤耦合模型进行了描述.算例表明,该模型能较好的模拟出岩石材料在水压和载荷作用下裂纹扩展路径不规则发展及稳态、瞬态渗流过程,裂纹扩展对渗流路径和流动过程起到明显的控制作用.