聚氨酯(PU)在力学性能测试中的摩擦效应与变形均匀性研究

作为防弹玻璃夹层材料,PU的动态力学性能一直受到学者们的关注。为准确表征其动态力学性能,本文采用ABAQUS有限元软件对不同摩擦系数下的单轴压缩试验进行数值仿真,分析试样加载端面的摩擦效应和几何尺寸对单轴压缩试验结果的影响;结合高速摄影技术(HSP)与数字图像相关技术(DIC)观测到试样在拉伸试验中的动态变形场和应变场,探讨标距段的应力均衡性;同时对PU材料在不同应变率下的单轴压缩、拉伸力学性能进行测试。结果表明:压缩试样的端面摩擦效应限制横向变形,影响了试样内部的受力分布,使得测量得到的应力值偏大;试样长径比越小,端面摩擦效应的影响越大;在单轴动态拉伸试验中,板状拉伸试样的标距段选取应当考虑两端倒角尺寸。通过测试PU的拉、压力学性能,发现材料具有显著的应变率敏感性。     

热处理对TC4钛合金动态力学性能和微观组织的影响

为揭示热处理对TC4钛合金动态力学性能及微观组织的影响，选取2种典型热处理方式和5种加载应变率开展了TC4钛合金试样的动态力学性能实验，获取了动态应力-应变数据，并进行了试样的XRD和金相分析。结果表明：高应变率下TC4钛合金应变率强化效应显著。时效处理后，TC4钛合金流动应力、屈服强度及抗压强度得到提升，而固溶时效处理后上述性能降低。时效处理和未热处理试样应力-应变曲线均具有弹性、屈服和塑性阶段，而固溶时效处理后无明显弹性和屈服阶段。固溶时效处理后流动应力随应变率增加而增加，时效处理和未热处理试样流动应力无明显变化。时效处理后试样等轴初生α相显著增大且β相含量较低，固溶时效处理后α相晶界增大且含有针状α的β转变基体，TC4钛合金力学性能与β相和亚稳β相的马氏体转变有关。     

纳米金属丝拉伸破坏及其应变率效应

建立了适于研究纳米金属快速变形破坏过程的分子动力学模型,并对不同应变率工况下不同截面尺寸单晶镍纳米丝的零温单向拉伸破坏过程进行了分子动力学模拟.模拟得到各种纳米镍丝的应力-应变曲线、屈服应变、屈服强度、断裂强度和初始弹性模量,提出了纳米金属丝快速变形力学性能的应变率效应预测公式并加以验证.计算表明金属纳米丝的屈服应变与尺寸和应变率无关,屈服强度、断裂强度和弹性模量与应变率呈对数关系.     

金属的后继屈服面研究—单试样与多试样测试

采用退火45号钢薄壁试样进行拉扭组合试验,测试材料经历预拉伸后的系列后继屈服面。试验采用偏移应变法定义屈服应力,讨论了不同的偏移应变、预变形程度对后继屈服面测试结果的影响;试验分别用单试样法和多试样法进行,分析讨论了两种方法的合理性与局限性。试验研究得到以下结果：（1）单试样法和多试样法确定的初始屈服面的形状与Mises圆很接近;（2）单试样法屈服点的测试顺序对所测得的屈服面的形状有很大影响,第一测试点与预加载方向相反时,所得屈服面会出现“内凹”现象,而若改变测试顺序,可不再出现“内凹”;（3）单试样法测得的后继屈服面与测试的屈服点数密切相关,当测试的屈服点数较多时,所得结果因累积塑性应变引起的应变强化作用而出现较大的偏离;（4）单试样法与多试样法测得的后继屈服面形状和大小有较明显的差异,测试过程中塑性变形的积累对单试样法的测试结果有明显影响,采用多试样法研究屈服面演化更为合理;（5）多试样法若采用较小目标偏移应变定义屈服,测得的后继屈服面也出现轻微内凹。     

三维DIC在铸铁拉伸试验中的应变测量精度研究

基于三维数字图像相关方法(3D-DIC)的拉伸实验研究了铸铁的拉伸力学性能,分别得到了应力-应变曲线、弹性模量、抗拉强度、延伸率等拉伸力学性能参数．将3D-DIC应力-应变的测试结果与目前实验中使用广泛的接触式引伸计方法的实验结果作了对比,得到两者的应力-应变曲线基本重合,弹性模量相差不超过4%．此外,还对3D-DIC和机械引伸计的应变绝对误差和相对误差作了详细比较,实验表明3D-DIC在铸铁拉伸力学性能测试中具有足够的应变测量精度,完全可以取代传统引伸计成为一种有效的非接触式变形测量手段．     

基于ANN-GA协同寻优的动态拉伸试样尺寸优化方法

材料动态拉伸力学性能测试中,动态拉伸试样的几何尺寸对测试结果的准确性与有效性有着较大影响。为对动态拉伸试样的结构进行优化设计,以使其在动态拉伸过程中更好地满足一维应力与变形均匀等基本假设。首先,建立了量化的试样测量准确度指标,即应力平衡达到时间、变形均匀度、非轴向应力相对水平、过渡段相对变形。然后,对试样结构参数进行正交试验设计,通过数值模拟的方法得到了关于试样尺寸与测量准确度指标的正交试验数据库,并对正交试验数据库进行多目标正交试验矩阵分析,得到了试样结构参数对各测量准确度指标影响的主次顺序和规律。最后,以正交试验数据库为训练集,采用人工神经网络（artificial neural network, ANN）协同遗传算法（genetic algorithm, GA）的全局寻优方法对试样的结构尺寸进行优化设计,得到了试样的最优结构尺寸,并对最优尺寸的有效性进行了验证。结果表明,优化后的试样结构在材料动态拉伸力学性能测试精度上的表现明显得以提升。因此,采用ANN-GA协同优化的方法对动态拉伸试样的结构进行优化具有可行性和有效性。     

超高强度钢单轴拉伸下形变与断裂过程的研究

1.引言单轴拉伸试验是材料基础力学试验之一,研究它的形变与断裂过程,历来受到人们的重视。关于超高强度钢单轴拉伸的形变规律,一般来说,当外加负荷较小时,材料处在弹性阶段,这时试样形状为圆柱体,应力与应变服从虎克定律。随外加负荷增加,材料进入塑性状态。从屈服至最大负荷这一段,试样仍保持为圆柱体,应力与应变关系服从二段幂乘硬化律。从最大负荷到断裂这一段,试样发生了局部变形,即所谓颈缩现象,     

炮钢材料等离子淬火后动态力学性能研究

为提高炮钢材料在较高冲击作用下的动态力学性能,采用等离子淬火技术对炮钢材料进行表面处理,并使用分离式霍普金森压杆(SHPB)系统对原始炮钢材料与等离子淬火后的炮钢材料进行对比分析,方法为对两种试样在试验前后的长度压缩量以及二者在不同应变率下的动态应力-应变曲线进行比较。结果表明,随着应变率的增加两种试样的应力-应变关系、屈服强度都有不同程度的强化效应,都表现出一定的应变率敏感性;在相同气压下两种试样在长度方向上都产生了一定的塑性变形,但淬火试样的压缩量明显小于原始试样。并且气压相同时试样经过等离子淬火后其抗冲击性能有显著提升,具体表现为应变与应变率降低,屈服强度与极限强度升高。     

高应变率载荷下纯钛的非连续冲击疲劳失效模型及其微观机理

基于传统的分离式霍普金森拉杆系统,设计了应变控制的冲击疲劳寿命测试实验,研究了冲击疲劳加载下纯钛的微观演化机制及冲击疲劳对材料宏观力学行为的影响。通过对不同冲击疲劳试验阶段的试样开展准静态力学性能测试,借助扫描电子显微镜(scanning electron microscope, SEM)和电子背散射衍射(electron backscatter diffraction,EBSD)技术表征试样在不同阶段的微观组织以及冲击疲劳失效后的断口形貌,研究纯钛在冲击疲劳失效过程中的循环硬化/软化规律及其微观演化机制。结果表明：通过改变子弹长度可以实现应变控制的冲击疲劳寿命测试;Manson-Coffin疲劳寿命模型可以较好地反映纯钛的冲击疲劳寿命与应变幅值之间的关系;纯钛在冲击疲劳失效过程中表现出循环硬化的现象,这主要是疲劳过程中孪生变形引起的细晶强化和塑性变形引起的应变硬化共同作用的结果,纯钛的冲击疲劳损伤主要表现为变形能力的损失。     

轴向拉伸下氮化钛纳米杆变形机制及力学性能的分子动力学研究

本文使用分子动力学软件包lammps并采用第二近邻改进型嵌入原子法(2NN MEAM)模拟了单晶氮化钛纳米杆的轴向拉伸破坏过程,分析了分别沿[100]、[111]晶向的不同截面尺寸、不同拉伸应变率、不同温度下的氮化钛纳米杆的力学性能,详细描述了氮化钛纳米杆拉伸变形过程。研究发现, 拉伸晶向、截面尺寸、拉伸应变率及温度均会对TiN纳米杆的拉伸变形过程及屈服强度、弹性模量等力学性能产生不同程度的影响。 沿[100]晶向的拉伸,截面尺寸越大,屈服强度越低;而沿[111]晶向,截面尺寸越大,屈服强度越大。应变率越大,屈服强度及屈服应变越大,但对于弹性模量几乎无影响。温度越高,材料的屈服强度、屈服应变及弹性模量越小,断裂应变越大。不同拉伸条件下的氮化钛纳米杆的拉伸过程均包括弹性变形、塑性变形与断裂阶段。[100]晶向的弹性模量都要高于[111]晶向。     

Leveraging Full-Field Measurement from 3D Digital Image Correlation for Structural Identification

Within the domain of structural health monitoring (SHM) measurement techniques have primarily relied on discrete sensing strategies using sensors physically attached to the structural system of interest. These sensors have proven effective in describing both global and local phenomena, but are limited to providing discrete response measurements of these systems. With the introduction of novel imaging tools and image analysis techniques, such as digital image correlation (DIC), the ability to measure the full-field response of these systems provides a novel approach to refining structural identification (St-ID) approaches used in SHM. This paper explores this proposed concept through a case study on a series of structural test specimens analyzed using 3D digital image correlation (3D-DIC) for St-ID. Finite element model updating (FEMU) was used as the technique for the structural identification. For the identification process, ABAQUS was interfaced with MATLAB to converge on the optimal unknown/uncertain system parameters of the experimental setup. 3D-DIC results provided a rich full-field dataset for the identification process, which was compared against measurements derived from traditional physical in-place sensors typically used in SHM. In this work a Hybrid Genetic Algorithm (HGA), which combines the genetic algorithm as a global optimization and a gradient-based method as a local optimization, was used for the FEMU based on 3D-DIC results of structural specimen subjected to variable loading. To minimize the error between the full field 3D-DIC measurements and FEA model updating results, an objective function was introduced that included the full-field contributions of strains and deformation response. The evolution of this objective function illustrated satisfactory convergence of the identified parameters and the excellent agreement of the experimental and numerical strain and displacement responses after the model updating process confirmed the success of the proposed approach. The results of this study highlight the advantage of this hybrid approach and provide the foundation for effective deployment of the proposed strategy for large-scale structural systems.     

受拉钢筋混凝土构件破坏过程的数值模拟

采用三维材料破坏过程分析MFPA3D系统,对钢筋混凝土构件轴心受拉条件下的受力、变形与内部裂纹萌生、扩展及最终破坏全过程进行了数值试验研究。数值模型中引入统计分布函数反映了混凝土的非均匀性影响,并采用具有残余强度的弹性损伤本构模型及其破坏单元材料性质退化方法,利用位移加载方式对钢筋混凝土构件实施拉伸加载。通过对钢筋、素混凝土方形体以及钢筋混凝土方形柱体构件在拉伸作用下破坏过程的数值试验,分析了钢筋与混凝土两种材料之间的相互作用、约束机理和破坏机理。数值试验成果对于深入了解钢筋和混凝土的联合受力规律和钢筋在开裂前后对整体钢筋混凝土结构的作用机制有参考价值。     

Full-field characterization of mechanical behavior of polyurethane foams

The foam material of interest in this investigation is a rigid closed-cell polyurethane foam PMDI with a nominal density of 20 pcf (320 kg/m³). Three separate types of compression experiments were conducted on foam specimens. The heterogeneous deformation of foam specimens and strain concentration at the foam–steel interface were obtained using the 3-dimensional digital image correlation (3D-DIC) technique. These experiments demonstrated that the 3D-DIC technique is able to obtain accurate and full-field large deformation of foam specimens, including strain concentrations. The experiments also showed the effects of loading configurations on deformation and strain concentration in foam specimens. These DIC results provided experimental data to validate the previously developed viscoplastic foam model (VFM). In the first experiment, cubic foam specimens were compressed uniaxially up to 60%. The full-field surface displacement and strain distributions obtained using the 3D-DIC technique provided detailed information about the inhomogeneous deformation over the area of interest during compression. In the second experiment, compression tests were conducted for cubic foam specimens with a steel cylinder inclusion, which imitate the deformation of foam components in a package under crush conditions. The strain concentration at the interface between the steel cylinder and the foam specimen was studied in detail. In the third experiment, the foam specimens were loaded by a steel cylinder passing through the center of the specimens rather than from its end surface, which created a loading condition of the foam components similar to a package that has been dropped. To study the effects of confinement, the strain concentration and displacement distribution over the defined sections were compared for cases with and without a confinement fixture.     

三维DIC在GFRP锚杆拉伸力学性能测试中的应用

随着玻璃纤维增强塑料(GFRP)广泛运用于轨道交通及边坡加固中,其力学性能的测试显得尤为重要。基于三维数字图像相关(DIC)方法,研究了三种不同加载速率下GFRP锚杆的拉伸力学性能,分别得到了应力-应变曲线及弹性模量、抗拉强度、最大力总延伸率等参数。实验结果表明,螺旋状变截面锚杆的轴向应变呈非均匀分布,由三维DIC得到的锚杆弹性模量结果一致性优于传统的接触式引伸计方法,GFRP锚杆几乎呈线性分布的应力-应变曲线表明该材料为典型的脆性材料。     

用于物体表面形貌和变形测量的三维数字图像相关方法

使用单个摄像机的二维数字图像相关方法通常仅局限于平面物体的面内变形测量,而使用两个摄像机基于双目立体视觉原理的三维数字图像相关方法克服了这一局限,可对平面和曲面物体表面的三维形貌和载荷作用下的三维变形进行测量。本文介绍了三维数字图像相关方法的基本原理及其关键技术,并用两个典型的实验验证了该方法的有效性。     

多相机3D-DIC及其在高温变形测量中的应用

将基于双目视觉的三维数字图像相关方法 (Three-dimension digital image correlation,3D-DIC)与多相机同步采集系统相结合,形成基于多相机的3D-DIC系统。依据三维空间误差(Three-dimensional residual,3Dresidual)最小原则,确定各点对应的最佳双目视觉系统,获得物体全场三维变形。以四相机3D-DIC系统为例,与测量精度达10~20nm的电子散斑干涉测量系统同时对平板的离面位移进行测量,并对测量得到的离面位移最大值进行了对比分析。结果显示,荷载较小时,四相机3D-DIC与电子散斑干涉测量系统误差稍大,最大达到2.7%;荷载增大,物体变形增大时,两种测量系统结果基本相同。文中讨论了四相机测量系统的不稳定对实验结果的影响。利用该四相机3D-DIC系统对镍合金不锈钢材料在高温场中的变形进行测量,获得了物体的三维变形场,并分析了材料的膨胀系数,得到了试件的热应变-温度曲线和膨胀系数随温度变化的关系式。     

Microscale Fracture Toughness of Bismuth Doped Copper Bicrystals Using Double Edge Notched Microtensile Tests

The availability of focused ion beam (FIB) milling, nanoindentation, and microelectromechanical systems (MEMS) based test platforms has enabled small-scale mechanical testing to become an increasingly popular approach for measuring material properties. While great emphasis has been placed on measuring plastic properties at the micro- and nanoscale [1, 2], an area that has received significantly less consideration is the measurement of fracture toughness. A technique for performing small-scale, in situ fracture toughness tests using double edge notched tensile (DENT) specimens has been developed and used to measure a nearly 40 % reduction in toughness associated with the addition of Bi to the grain boundary of a Cu bicrystal. That Bi embrittles Cu grain boundaries is well known [3–10], however, as shown herein, the DENT technique offers certain advantages over existing boundary fracture tests, especially when used with ductile materials.     

基于试验与有限元耦合技术的延性材料全程单轴本构关系获取方法

摘 要: 材料拉伸直至断裂的全程单轴本构关系对材料大变形和断裂机理研究具有重要意义。传统拉伸试验获取的材料真应力-真应变曲线在试样颈缩后不可测。借助可以精确测量三维变形的DIC(Digital image correlate) 技术和有限元分析技术(Finite element analysis),本文提出了基于漏斗试样拉伸试验获取材料全程单轴本构关系的新方法,即TF(Test and FEA)方法。该方法将TF方法获取的材料全程单轴应力应变关系曲线作为有限元软件中的材料本构关系对漏斗试样拉伸变形过程进行模拟,其模拟载荷-位移曲线、漏斗根部直径-位移曲线和漏斗变形轮廓线等均与试验结果吻合良好,试样表面模拟应变也与DIC测试结果吻合, 根据不同半径漏斗试样模拟获得的全程真应力-真应变曲线保持良好一致性。最后,还对试样颈缩断面的力学行为进行了讨论,并给出了304不锈钢、汽轮机叶片材料2Cr12Ni4Mo3VNBN和 1Gr12Ni3Mo2VN、汽轮机转子材料30Cr2Ni4MoV的全程单轴本构关系模型参数、破断应力和破断应变。     

NUMERICAL SIMULATION OF DEFORMATION BEHAVIOR OF 22MnB5 BORON STEEL AT ELEVATED TEMP ERATURES AND EXPERIMENTAL VERIFICATION

The effects of strain, strain rate and temperature on the mechanical behavior of 22MnB5 boron steel deformed isothermally under uniaxial tension tests and the experimental characterization of 22MnB5 boron steel in the austenitic region have been investigated. Based on the crystal plasticity theory and thermal kinematics, an improved integration model is presented. In this model, the elastic deformation gradient is the integration variable of the governing equation, which contains not only the elastic deformation but also the thermal effects. In the coupled thermo- mechanical process, this model can reveal the evolution of microstructures such as the rotation of a single crystal and the slip systems in each of them. The plastic behavior of the boron steel can be well described by the presented model.