二维平纹编织C/SiC复合材料的超高速碰撞实验

利用电炮加载聚酯薄膜飞片分别对二维平纹编织C/SiC复合材料(2D-C/SiC)和LY12硬铝材料 在3.4~9.5km/s速度下进行碰撞实验。利用光纤位移干涉仪测定了靶材的自由面速度,并对高速撞击碎片 颗粒进行了收集,采用超声波扫描系统无损检测等方法对2D-C/SiC材料在超高速冲击载荷作用下的力学响 应进行了检测。结果表明,随着冲击能量的增大,2D-C/SiC材料板自由面速度逐渐升高,损伤局部且面积逐 渐增大,碎片云团作用区域逐渐变大。与铝板相比,2D-C/SiC材料碎片云团整体能量较小、作用区域较大、能 量面密度较低,是飞行器防护结构设计中一种比较理想的防护材料。     

缝合式C/SiC复合材料非线性本构关系及断裂行为研究

C/SiC复合材料具有高比强度、高比模量和优良的热稳定性能等一系列优点, 广泛应用于航空航天领域中. 裂纹扩展进而引起的脆性断裂是其主要失效形式之一, 因而材料的断裂性能分析对材料的结构设计和应用有重要的指导意义. 本文开展了缝合式C/SiC复合材料简单力学试验和断裂试验, 研究了材料在不同载荷下的力学响应及断裂特征. 基于缝合式C/SiC复合材料简单力学试验, 建立了材料宏观非线性损伤本构方程, 并模拟了缝合式C/SiC复合材料单边切口梁和双悬臂梁的断裂行为. 本构方程采用简单函数描述了材料在复杂应力状态下的非线性应力-应变曲线, 并考虑了反向加载过程中造成的裂纹闭合. 基于商业有限元软件ABAQUS, 通过编写UMAT子程序实现非线性损伤本构方程, 采用单个单元验证了建立的本构方程的有效性. 在此基础上, 采用线弹性损伤本构和非线性损伤本构分别模拟了缝合式C/SiC复合材料单边切口梁和双悬臂梁的断裂行为. 采用非线性损伤本构方程模拟的力-位移曲线结果与试验结果更为吻合, 非线性损伤本构预测的失效载荷与试验失效载荷更为接近, 验证了所建立的非线性损伤本构方程的准确性, 为C/SiC复合材料断裂行为的研究提供了借鉴, 为缝合式C/SiC复合材料结构的设计和应用提供了理论基础.      

2.5维自愈合C/SiC复合材料弹性性能预测

试验研究了2.5维自愈合C/SiC复合材料（2.5D-C/SiC）的面内弹性性能。根据复合材料的细观结构特点,建立了2.5D-C/SiC的弹性模量预测模型。计算结果与试验值吻合较好,证明了模型及计算方法的正确性。通过改变经纱编织角、纤维束中纤维数以及经纱穿过纬纱的层数,得到了经纱体积含量、纬纱体积含量、纤维总体积含量以及弹性模量随上述参数的变化规律。保持碳化硅与碳化硼总体积分数不变,改变碳化硼与碳化硅的体积比α,得到了弹性模量随α的变化关系。     

不同结构C/SiC复合材料的摩擦磨损性能研究

采用反应熔体渗透工艺制备了短切纤维C/SiC与三维针刺C/SiC复合材料,在MM-1000型摩擦磨损试验机上考察了2种结构C/SiC复合材料在模拟飞机正常着陆时的摩擦磨损性能.结果表明:短切纤维C/SiC与三维针刺C/SiC刹车盘的平均摩擦系数分别为0.31和0.39,线磨损率分别小于1.2 μm/次以及2.3 μm/次,质量磨损率分别小于14 mg/次与19 mg/次;随着温度的升高,2种结构C/SiC复合材料的热扩散率均降低且较小,从而使得其摩擦曲线出现"翘尾"现象;由于三维针刺C/SiC复合材料在反应熔体渗透过程中纤维受到严重损伤,故在2种结构C/SiC刹车盘对摩时,三维针刺C/SiC刹车盘出现破坏性损坏,而短切纤维C/SiC刹车盘的结构完整性较好.     

平纹编织C/SiC复合材料低速冲击数值模拟

首先,基于空气炮装置进行了2D-C/SiC薄板在冲击速度为79~219 m/s范围内的低速冲击实验,对碎片云团发展过程进行高速摄影记录;其次,基于Autodyn软件正交各向异性复合材料模型,推导2D-C/SiC材料相关参数;选取SPH求解器建立二维计算模型,对实验工况进行数值模拟,并基于碎片云结构、B扫描检测结果和碎片云轴向发展速度验证了该模型可以很好地描述C/SiC材料在冲击载荷作用下的脆性特征和软化行为。最后,基于数值模拟结果推导得出了钢弹丸冲击C/SiC材料的极限侵彻深度预测公式。     

复合材料层合板面内渐进损伤分析的CDM模型

基于连续介质损伤力学,提出了一个预测复合材料层合板面内渐进损伤分析的模型,它包括损伤表征、损伤判定和损伤演化3 部分. 模型能够区分纤维拉伸断裂、纤维压缩断裂、纤维间拉伸损伤和纤维间压缩损伤4 种损伤模式,定义了与4 个损伤模式对应的损伤状态变量,导出了材料主轴系下损伤前后材料本构之间的关系. 损伤起始采用Puck 准则判定,损伤演化由特征长度内应变能释放密度控制. 假定材料服从线性应变软化行为,建立了损伤状态变量关于断裂面上等效应变的渐进损伤演化法则. 模型涵盖了复合材料面内损伤起始、演化直至最终失效的全过程. 完成了含孔[45/0/-45/90]_2S 层合板在拉伸和压缩载荷下失效分析,结果表明该模型能合理进行层合板的强度预测和损伤失效分析.      

高温空气下C/SiC复合材料断裂韧性实时测试和微观结构表征分析

为了研究高温空气下C/SiC复合材料断裂韧性和微观结构,采用单边切口梁三点弯曲法实时测试了C/SiC复合材料在高温空气下的断裂韧性,并采用电子扫描显微镜 (scanning electron microscope,SEM)和X 射线衍射分析仪 (X-ray diffraction, XRD)分析了复合材料在不同温度下的破坏断口和失效机制。研究结果表明随测试温度升高,C/SiC复合材料断裂韧性降低,材料的断裂形式由脆性断裂逐渐演变成塑性断裂。从室温升温到1 000 ℃测试温度条件下,C/SiC复合材料的断裂韧性由12.5 MPa·m1/2降低为10.96 MPa·m1/2,降幅仅为12%,C/SiC复合材料高温断裂韧性良好。不同温度下,材料呈现出不同形式的断裂形貌。常温下断口形貌主要可以看到纤维拔出的现象,随着温度的升高,该现象基本消失,断裂截面变得更平整,材料的强度主要取决于基体的强度。     

2D-C/SiC复合材料应变率相关的动态本构模型

分别在电子万能实验机和SHPB（split Hopkinson press bar）实验装置上对2D-C/SiC复合材料进行了静态、动态实验,探讨了该材料在10-4~2.8103 s-1的应变率范围内的层向压缩力学性能。实验结果表明,在动态加载条件下,2D-C/SiC复合材料的应力应变呈非线性关系。随着应变率的提高,破坏强度提高、失效应变减小,弹性模量增加。弹性模量与对数应变率基本呈线性关系。提出了一个含有与应变率相关的损伤变量的动态本构方程,该方程与实验结果吻合较好。     

复合材料层合板面内渐进损伤分析的CDM模型简

基于连续介质损伤力学,提出了一个预测复合材料层合板面内渐进损伤分析的模型,它包括损伤表征、损伤判定和损伤演化3 部分. 模型能够区分纤维拉伸断裂、纤维压缩断裂、纤维间拉伸损伤和纤维间压缩损伤4 种损伤模式,定义了与4 个损伤模式对应的损伤状态变量,导出了材料主轴系下损伤前后材料本构之间的关系. 损伤起始采用Puck 准则判定,损伤演化由特征长度内应变能释放密度控制. 假定材料服从线性应变软化行为,建立了损伤状态变量关于断裂面上等效应变的渐进损伤演化法则. 模型涵盖了复合材料面内损伤起始、演化直至最终失效的全过程. 完成了含孔[45/0/-45/90]_2S 层合板在拉伸和压缩载荷下失效分析,结果表明该模型能合理进行层合板的强度预测和损伤失效分析.     

平纹编织陶瓷基复合材料面内剪切细观损伤行为研究

采用约西佩斯库(Iosipescu)纯剪切试件,研究了平纹编织SiC/SiC和C/SiC复合材料的面内剪切应力-应变行为和细观损伤特性.通过试验获得了材料不同方向上的单调和迟滞应力-应变行为,对比分析了两种材料的剪切损伤特性,结果表明材料的剪切损伤演化规律受热残余应力水平影响严重.由试件断口电镜扫描结果发现剪切加载状态下桥连纤维承受显著的弯曲载荷和变形,据此提出了纤维弯曲承载机制,并结合裂纹闭合效应分阶段阐释了材料的剪切迟滞环形状.基于材料的剪切细观损伤机制,通过两个损伤变量表征了材料的剪切损伤演化进程,得到了材料的面内剪切细观损伤演化模型.对比发现2D-C/SiC复合材料45°方向基体裂纹的起裂应力明显小于2D-SiC/SiC复合材料,而两者0°/90°方向裂纹的起裂应力基本相同.      

Damage process detection of a ceramic tile system by acoustic emission

The debonding and falloff of ceramic tile systems are common failure modes for ceramic finishes of buildings and infrastructures due to the damage accumulation caused by application of mechanical load or changes in environmental conditions. To better understand the mechanism of the damage, a newly developed push-off test was conducted and a quantitative acoustic emission (AE) technique was developed to detect the damage processes during the loading history. The source locations of internal damage were determined by a new three-dimensional algorithm. Test results show that the growth of damage and the onset of failure can be monitored by AE technique. Also, the experimental results indicate that a probability density function of AE activity can be used to quantitatively describe the degree of damage of a material. It was found that the ceramic tile system with a lower strength adhesive displayed a higher AE rate than that with a higher strength adhesive at the same loading level prior to failure.     

含冲击损伤复合材料层压板压缩破坏机制的声发射特性研究

复合材料层压板在压缩破坏过程中包含了丰富的声发射信息.为了研究含冲击损伤的复合材料层压板的压缩破坏机制,采用声发射观察层压板的压缩破坏过程,通过分析声发射信号的特征规律,表征了在压缩载荷下材料损伤的形式及其演化过程.结果表明:通过对声发射参数(撞击计数、能量、幅值、事件位置)和载荷曲线进行综合分析,发现损伤的发展过程经过了初始阶段、平稳扩展期和断裂阶段,冲击造成的分层区域最先出现屈曲并最早破坏;在损伤初始阶段和平稳扩展期间,损伤是一种渐进式的增长,层压板具有一定的承载能力;在断裂阶段损伤快速扩展,层压板的承载能力迅速下降,在出现纤维密集断裂的现象后整体破坏.     

Acoustic emission monitoring of crack propagation in additively manufactured and conventional titanium components

Additive manufacturing (AM) is a novel and innovative production technology that can produce complex and lightweight engineering products. In AM components, as in all engineering materials, fatigue is considered as one of the principle causes of unexpected failure. In order to detect, localise and characterise cracks in various material components and metals, acoustic emission (AE) is used as a non-destructive monitoring technique. One of the main advantages of AE is that it can be also used for dynamic damage characterisation and specifically for crack propagation monitoring. In this research, we use AE to monitor the fatigue crack growth behaviour of Ti6Al4V components under four-point bending. The samples were produced by means of AM as well as conventional material. Notched and unnotched specimens were investigated with respect to the crack severity and crack detection using AE. The main AE signal parameters –such as cumulative events, hits, duration, average frequency and rise time– were evaluated and indicate sensitivity to damage propagation in order to lead to a warning against the final fracture occurrence. This is the first time that AE is applied in AM components under fatigue.     

Development of an Optical System for Simultaneous Ultrasonic Wave Propagation Imaging at Multi-points

This paper introduces the development of an optical system for simultaneous ultrasonic propagation imaging at multi-points. For the system, fiber acoustic wave grating sensors (FAWGSs) and a Q-switched pulsed laser (QPL) mirror scanner are utilized for simultaneous multipoint sensing and remote scanning ultrasonic generation, respectively. The structural strain-free FAWGS based on a fiber Bragg grating allows simultaneous multipoint acoustic emission (AE) sensing. A structure in which the FAWGSs are deployed can sense external ultrasonic stimulus. Consequently, the structure with the integrated FAWGSs cannot only detect damage event under the passive AE technique, but can also evaluate the damage under the active scheme of ultrasonic transmission and reception. The feasibility of the simultaneous multipoint ultrasonic sensing system based on the FAWGSs as built-in sensors is studied with ultrasound transmitted by a piezoelectric transducer and a QPL. Then the QPL ultrasonic generator is modified into a QPL mirror scanner for laser beam scanning and finally an optical UPI system is integrated. The ultrasonic wave propagation movie (UWPM) obtained by the optical UPI system visualizes impact damage on a carbon-fiber reinforced composite.     

砂岩脆性变形破坏过程中声发射信息试验研究

针对砂岩试样进行了单轴刚性加载试验,并测试整个过程的声发射信息。根据试验情况,可将砂岩在整个变形阶段的声发射信号特征划分为压密、弹性、稳定破裂、非稳定破裂和峰后情况五个阶段。通过对稳定破裂和非稳定破裂分界点对应的临界点处的应力和应变值与峰值应力及其对应的应变比值分析发现,大部分应变比在74%与78%之间;应力比则相对具有较大的离散性,均值在73%左右。上述研究,通过对砂岩脆性破坏过程中声发射信息与应力比和应变比之间的关系分析,增进了对岩石破裂过程中生发现象的认识,为相应岩石脆性破坏导致的地质灾害分析提供了新的研究思路。     

Experimental study on AE behavior of hydraulic concrete under compression

The research work of this paper is to quantitatively evaluate the ongoing damage degree of existing concrete structures being loaded by applying acoustic emission (AE) monitoring. On the basis of some approximations and simplifications, the relation between the AE parameter (AE event) and the scalar damage parameter for concrete structures under uniaxial compression was derived, and was modeled as a simply linear correlation by combining the rate process theory and the traditional parameter-based technique of AE, Continuous Damage Mechanics (CDM) and nonlinear regression analysis. Meanwhile, the AE event-based stress-stain relation was also modeled too. The measured data of AE monitoring system and the strain dynamical strain system used in this work confirms significantly the effectiveness of the AE event-based damage evolution assessment for existing hydraulic concrete structures. The results of the experiments show that the AE event-based method permits a fast and effective in situ assessment of the ongoing damage phenomena in hydraulic concrete structures.     

Acoustic emission monitoring of carbon-fiber-reinforced-polymer bridge stay cables in large-scale testing

This paper presents acoustic emission (AE) monitoring of damage initiation and progression in carbon-fiber-reinforced-polymer (CFRP) stay cables subject to largescale laboratory tests. The research is part of the University of California, San Diego (UCSD), larger project on the design and construction of a new cable-stayed bridge made of advanced composites. No previous use of AE on large-size CFRP stay cables appears in the literature. Three types of cables of potential use in the UCSD composite bridge were tested at lengths ranging from 5500 mm to 5870 mm. The AE events were monitored to detect damage and provide a qualitative correlation with the type of structural failure. The tests allowed a comparative characterization of the failure behavior of the three types of cables under investigation. An additional study was performed to characterize acoustic attenuation and dispersion phenomena that are relevant to AE testing of largescale CFRP cables. It is shown that despite their large size, these cables are excellent acoustic wave guides exhibiting very low attenuation. Finally, this study shows promising results for an effective use of in situ AE for health monitoring of these structural components in service.     

高温环境下纤维复合材料蠕变损伤的细观机理研究

首先利用复合材料纤维断裂单胞模型，编制蠕变损伤子程序，对单胞模型进行蠕变损伤分析。分析了纤维／基体弹性模量比对蠕变变形、蠕变损伤以及应力场的影响。从计算结果发现，蠕变损伤首先在纤维断裂尖端起始，然后沿着一定的角度向基体外围延伸，直至完全损伤，而且纤维／基体模量比对高温环境下的复合材料蠕变损伤产生很大的影响；纤维与基体的模量相差越大，复合材料越容易变形，抵抗蠕变变形的能力就越小，蠕变损伤越严重。经过对不同韧性的基体材料进行研究，发现基体韧性低的复合材料蠕变损伤明显高于高韧性基体复合材料，表明低韧性基体复合材料抵抗蠕变破坏的能力较低。     

Q345R钢蠕变过程声发射特性实验研究

声发射测试技术由于实时、连续、在线监测的特点,被越来越多地应用于材料性能的研究,但由于蠕变实验温度过高,超过传感器使用温度限制,因此在金属材料蠕变损伤领域还尚属空白。本文以Q345R钢为例,设计蠕变声发射监测专用的夹具导波机构,进行Q345R钢蠕变声发射监测实验。监测结果表明,蠕变损伤过程的声发射活动表现出与蠕变曲线相类似的阶段性特征。蠕变初期撞击数较多,声发射较为活跃;随着损伤的演进,试件进入稳态蠕变阶段,声发射活动渐趋平稳,日平均撞击数趋于稳定值;蠕变后期,能量快速释放,声发射活动加剧,试件发生蠕变断裂。     

含孔复合材料层合板静拉伸损伤演化的实验和表征方法

为了深入探究复合材料层合板结构的损伤机理和损伤演化,应用声发射技术和图像相关技术同步实时监测含孔碳纤维复合材料层合板试样在静拉伸过程中的损伤演化。实验结果表明,试样表面应变场呈现局部化特征。对应变集中带在加载方向的应变值进行了统计分析,获得了应变场的特征统计量(标准差)随加载的演化模型。层合板损伤时产生声发射信号的峰值频率大小能够有效区分复合材料的损伤模式,由此,建立了基于损伤模式累积声发射数的损伤演化模型。通过对应变场演化模型和声发射损伤演化模型的分析,可以将复合材料的损伤演化分为损伤初始阶段、损伤平稳扩展期、损伤严重阶段三个部分。统计分析结果表明:在损伤严重阶段,基于声发射事件数的各种损伤的损伤变量和局部应变场标准差快速增长,因此局部应变场统计标准差可以作为后期局部损伤严重程度的识别指标。