角铺设复合材料层合板内部脱层破坏的研究

在面内剪切外载作用下，角铺设复合材料层板板最终的宏观破坏模式是脱层，然而从细观角度来看，宏观的脱层破坏可以对应不同的细观损伤过程，以破坏面的形貌为例，有些破坏面的形貌为例，有些破坏面主要由裸露的纤维和纤维迹组成，而有些破坏面则主要由矩齿形基体材料组成。不同的过程对应着不同的力学性能、诸如脱层强度、韧性等、本文从细观角度研究了脱层破坏过程，并就铺设角、界面强度、基体开裂强度对该过程的影响进行了讨论。     

计及界面损伤的复合材料正交(混杂)叠层板的应力集中分析

对正交(混杂)叠层复合材料最终拉伸破坏过程中的细观应力集中问题,提出了一种修正的剪滞分析模型;研究了叠层中由于90°层的基体开裂、层间界面破坏、0°层中部分纤维断裂及纤维/基体界面损伤相互作用所导致的细观应力重新分布,获得了相应的应力集中因子和界面破坏区长度与界面剪切强度的定量关系。本文结果为进一步研究正交叠层复合材料的细观破坏机理、最终拉伸强度及协同效应等提供了重要的理论依据。     

钢筋锈胀引发混凝土保护层开裂破坏的细观数值研究

钢筋锈蚀膨胀引起保护层混凝土开裂是影响钢筋混凝土结构耐久性和服役寿命的重要因素。考虑到混凝土细观结构组成对保护层破坏模式的影响,从细观角度出发,将混凝土看作由骨料、砂浆基质及两者间界面过渡区组成的三相复合材料,建立了描述钢筋锈胀力学行为的混凝土随机骨料模型。采用塑性损伤本构关系模型来表征砂浆基质和过渡区界面的力学行为,假定钢筋均匀锈蚀,对钢筋锈胀引起的混凝土保护层开裂破坏过程进行了细观数值研究。对比了宏观均匀模型与细观非均质模型下获得的保护层破坏模式,探讨了径厚比(c/d)、钢筋位置(中部和角区)及混凝土拉伸强度对保护层破坏模式及保护层胀裂时钢筋锈蚀水平的影响,得到了一些有益结论。     

用于模拟颗粒增强复台材料破坏过程的梁-颗粒细观模型的实验验证

本文的主要目的是验证梁－颗粒细观模型在模拟混凝土和砂岩类颗粒增强复合材料连续破坏过程的有效性。文中首先介绍了梁－颗粒细观数值模型的基本原理，然后给出了由细钢丝粘结成的正方体试件的单轴抗压实验结果，最后用梁－颗粒细观模型对物理实验进行了数值模拟。研究结果表明，物理实验和数值模拟所得到的试件破坏模式和荷载－位移曲线，两者基本一致。从而初步证明了梁－颗粒细观数值模型是模拟颗粒增强复合材料破坏过程，以及解释其损伤机理的一个有效工具。     

Ⅱ型模态控制下的GFRP-混凝土界面断裂韧度测定

介绍了一种适用于评价GFRP-混凝土界面断裂性能的理论分析模型,并结合端部开口试件的四点弯曲试件(4ENF)试验,测得了该类界面在II型模态控制下的断裂韧度.该模型考虑了试件各子梁中的横向剪切变形对能量释放率的影响,引入一阶剪切变形梁理论对界面断裂过程进行模拟;同时由于混凝土在受剪及受拉区域容易发生破坏,故试件设计过程中引入钢筋进行加强,有效减少了实验数据的离散性;进一步通过与有限元仿真进行对比发现结果吻合较好,这说明本文方法能够有效测定II型模态荷载控制下复合材料-混凝土界面的断裂韧度,评价复合材料增强混凝土结构的界面断裂性能,预测界面的起裂、裂纹扩展和失效容差.     

金属基复合材料的强度与损伤分析

用细观计算力学的方法分析了金属基复合材料(MMC)多重损伤与强度的关系,采用唯象的内聚力模型模拟纤维/基体界面的脱粘和采用G-T模型描述韧性基体的损伤.并用上述模型分析了长纤维增强MMC在横向荷载作用下损伤演化的规律,讨论了不同界面性质与材料强度及损伤、破坏模式之间的关系.     

混凝土单轴压缩下细观损伤特性的CT研究

混凝土是一种非均质的材料,在细观层次上将混凝土看作由骨料、砂浆和两者之间的界面组成的三相复合材料.本文利用CT技术对混凝土的细观损伤过程进行实时扫描观测,获得了混凝土试件实时静力压缩CT图像,提取出图像上各点的CT数并根据分区理论定义了一个基于CT数的统计损伤变量.通过对图像和CT数以及损伤变量的分析表明混凝土试件在静力压缩条件下经历了压密阶段、扩容阶段,损伤急剧增大到破坏的细观损伤演化全过程,以此反映了混凝土细观损伤演化的特性.进而通过细观损伤对混凝土材料裂纹的扩展、贯通以及最后失稳破坏的破坏实质进行了有益的探索.     

陶瓷颗粒增强金属基复合材料的细观强度分析

陶瓷颗粒增强金属基复合材料的失效主要有界面脱粘、增强粒子开裂等新的细观结构损伤机制。为了减小这些不足并对细观失效过程有一个清晰的了解,近来人们对金属基复合材料进行了大量研究,在此基础上,本文用细观力学的方法和损伤模型研究了陶瓷颗粒增强金属基复合材料的强度和损伤失效。为了计算方便,陶瓷颗粒简化为在复合材料中随机分布的椭球形粒子,然后以二相胞元模型计算分析了金属基体、颗粒中的应力应变分布情况,结果表明,基体中应力极不均匀,界面区存在应力集中,并计算了界面弧形裂纹扩展时的能量。最后分别提出了基体,颗粒和界面的失效强度准则,本文结果对于颗粒增强金属基复合材料具有普遍的实用性。     

界面强度对玻璃微珠填充聚丙烯力学性能的影响

本文针对玻璃微珠填充聚丙烯这一刚性粒子填充聚合物复合体系进行了实验研究。通过偶联剂改性对比,研究了该聚合物复合材料在不同界面粘结状态下的宏观拉伸、冲击力学性能。此外,根据冲击破坏断面的电镜观测结果,发现复合体系的断裂和增韧机制随界面粘结强度不同而发生改变,界面改性使得材料抗冲击破坏能力得到增强。本文还采用在位拉伸过程中的细观观测方法,观测到材料在一维应力作用下,刚性粒子和基体界面的脱粘、开裂过程,分析了该复合体系细观结构和宏观力学性能之间的关系,发现界面改性对于材料细观结构的界面脱粘和宏观屈服现象的重要影响,为发展新型复合材料提供了实验依据。     

混凝土中心裂缝单轴拉伸损伤断裂数值模拟研究

基于对混凝土细观力学的认识,假定混凝土是由砂浆基质,骨料及它们之间的界面组成的三相复合材料,各组分的材料性质按照某个给定的Weibull分布来赋值,细观单元满足弹性损伤的本构关系,应用细观力学损伤模型研究了混凝土的宏观力学性质,并且通过有限元程序对中心裂缝混凝土试件在单向拉伸情况下的破坏过程进行了数值模拟.模拟结果表明,该模型可以用来研究单向载荷作用下混凝土结构的破坏机理.     

Strain energy release rate for interfacial cracks in hybrid beams

The finite element modeling and fracture mechanics concept were used to study the interfacial fracture of a FRP-concrete hybrid structure. The strain energy release rate of the interfacial crack was calculated by the virtual crack extension method. It is shown that the crack growth has three phases, namely, cracking initiation, stable crack growth and unstable crack propagation. The effects of geometric and physical parameters of the hybrid beam on the energy release rate were considered. These parameters include Young’s moduli of the FRP, the concrete and the adhesive, thickness of the FRP plate and adhesive, and the distance of FRP plate end from the beam end. The numerical results show that the energy release rate of the interfacial crack is influenced considerably by these parameters. The present investigation can contribute to the mechanism understanding and engineering design of the hybrid structures.     

Computational simulation of microfracture in high temperature composites

This paper presents a summary and typical results of the research activities pertaining to composite microfracture in high temperature metal matrix composites carried out by the authors. The various failure modes and their effect on macro behavior as well as the hierarchy of their occurrences are examined by computationally simulating these events using three-dimensional finite element analyses. The procedure is based on the macro strain energy release rate which predicts the direction of crack growth and establishes the hierarchy and sequence of respective failure modes. Step-by-step procedures are outlined for evaluating composite microfracture. Microfracture results for various loading cases for a unidirectional metal matrix composite are presented and discussed. A key result is that interfacial debonding is a consequence of either fiber or matrix fracture.     

Analysis of elastic crack bridging in ceramic matrix composites

A micromechanics analytical model based on the consistent shear lag theory is developed for predicting the failure modes in fiber reinforced unidirectional stiff matrix composites. The model accounts for a relatively large matrix stiffness and hence its load carrying capacity. The fiber and matrix stresses are established as functions of the applied stress, crack geometry, and the microstructural properties of the constituents. From the predicted stresses, the mode of failure is established based on a point stress failure criterion. The role of the microstructural parameters of the constituents on the failure modes such as self-similar continuous cracking, crack bridging and debonding parallel to the fibers is assessed.     

弱界面复合材料中的基体裂纹

利用二维弹性力学模型研究了纤维增强复合材料中基体裂纹与弱界面的相互作用机理．文中首先导出各向异性弹性多层介质中刃型位错的基本解，然后运用这些基本解建立了弱界面复合材料中典型的Ｈ型缺陷的奇异积分方程组，通过求解这些方程得到外载荷的大小、弱界面的结合强度、界面的残余压力和摩擦系数、纤维与基体的弹性模量比等微结构参量与基体裂纹附近的应力场的关系     

Dynamic crack deflection and penetration at interfaces in homogeneous materials: experimental studies and model predictions

We examine the deflection/penetration behavior of dynamic mode-I cracks propagating at various speeds towards inclined weak planes/interfaces of various strengths in otherwise homogeneous isotropic plates. A dynamic wedge-loading mechanism is used to control the incoming crack speeds, and high-speed photography and dynamic photoelasticity are used to observe, in real-time, the failure mode transition mechanism at the interfaces. Simple dynamic fracture mechanics concepts used in conjunction with a postulated energy criterion are applied to examine the crack deflection/penetration behavior and, for the case of interfacial deflection, to predict the crack tip speed of the deflected crack. It is found that if the interfacial angle and strength are such as to trap an incident dynamic mode-I crack within the interface, a failure mode transition occurs. This transition is characterized by a distinct, observable and predicted speed jump as well as a dramatic crack speed increase as the crack transitions from a purely mode-I crack to an unstable mixed-mode interfacial crack.     

Semi-permeable Yoffe-type interfacial crack analysis in MEE composites based on the strip electro-magnetic polarization saturation model

Fracture analysis of a semi-permeable Yoffe-type interfacial crack propagating subsonically in magneto-electro-elastic(MEE) composites is presented based on the strip electromagnetic polarization saturation(SEMPS) model. The electro-magnetic fields inside the crack are considered under the semi-permeable boundary condition. Nonlinear effects near the interfacial crack tip are represented by different electro-magnetic saturation zones. Utilizing the extended Stroh's method, we derive the moving dislocation densities as well as intensity factor and energy release rate for Yoffe-type MEE interfacial crack. Numerical results through an iterative approach are presented to show the characteristics of fracturedominant parameters with respect to propagation velocity and boundary condition category. The fracture-dominant parameters under the semi-permeable boundary condition are lower than those under the impermeable one, which implies that the electro-magnetic fields in the crack gap can retard the propagation of MEE interfacial crack.     

动态压缩下Zr基非晶合金失效释能机理

为研究Zr基非晶合金动态压缩条件下的失效释能机理，采用力学试验机、霍普金森杆、高速摄影、差示扫描量热分析（differential scanning calorimetry, DSC）、扫描电镜（scanning electron microscope，SEM）等，得到了材料应力应变曲线、高速摄影图像、失效式样微观形貌及DSC曲线，根据实验数据计算了材料的晶化激活能，并拟合了材料的JH-2（Johnson-Holmquist II）模型，对材料动态失效过程进行有限元数值模拟。实验结果表明，压缩条件下材料为脆性断裂，断口处观察到典型的脉状纹样及液滴状结构，材料失效过程伴随着释能现象；数值模拟结果表明，材料裂纹局部的瞬时内能大于材料晶化激活能。动态压缩下材料的失效释能机理即为材料破碎释放储存的弹性势能，并导致材料局部晶化释能，释能强度与应变率成正相关。     

Stress intensity factor for a kinked interfacial crack in dissimilar anisotropic materials under antiplane deformation

The asymptotic problem of a kinked interfacial crack in dissimilar anisotropic materials under antiplane deformation is investigated. The linear transformation method for the problem of the anisotropic bimaterial with a straight interface is proposed. The stress intensity factor for the kinked interfacial crack in the anisotropic composite is obtained from the solution of the transformed problem of the kinked interfacial crack in the isotropic bimaterial based on the linear transformation method. The effects of the material parameters as well as the kink angle on the stress intensity factor are discussed from numerical results of the stress intensity factor. The finite element analysis is carried out to verify the stress intensity factor obtained by using the linear transformation. The influence of the material orientations on the stress intensity factor is investigated for the kinked crack in the bimaterial consisting of dissimilar inclined orthotropic materials.     

一种新的界面脱粘和纤维拔出模型

对纤维增强复合材料中界面的脱粘和纤维的拔出行为进行了研究,通过纤维间距d来考虑纤维之间的相互影响,改变脱粘段的剪切强度和粘结段的临界能量释放率,推导出了纤维拉拔荷载和纤维脱粘长度之间的变化关系,与StangH的模型进行了对比,当纤维间距较大时,纤维之间的相互影响相对较小,此时与StangH的单根纤维拉拔情况较为相符,但当纤维间距较小时,由于临近纤维的影响,使得在相同脱粘长度的情况下,纤维拉拔荷载和纤维拔出端位移有减小的趋势,改变复合材料板层的厚度,由于影响了基体的变形,界面的脱粘和纤维的拔出行为也受到了相应的影响。     

含界面相效应的纤维增强复合材料桥联增韧力学分析

本文对纤维增强复合材料桥联增韧进行了详细的断裂力学分析，基于Ｃａｓｔｉｇｌｉａｎｏ＇ｓ定理和界面剪滞模型，得到了含界丰效应的复合材料桥联增专访和裂纹线开位移的控制议程；并按照第二类Ｆｒｅｄｈｏｌｍ积分方程的迭代解法，给出其数值结果，为例题于分析界面相参数对增韧效果的影响，寻求了该控制方程的近似解解析表达式，对近似解进行了误差估计，证明了解的可行性，在此基础上得到了界面剪切模量，裂纹长度。界面厚度，