探讨碾压混凝土坝薄层单元有限元分析法

分析了碾压混凝土层面影响带厚度、物理力学参数等确定的方法，提出了薄层单元有限元法的原理和方法，探讨了该方法在分析碾压混凝土坝工作性态中的应用。实例表明，薄层单元有限元法能较有效地分析带有层面的碾压混凝土坝性能。     

碾压混凝土浇筑层温度场计算模型研究

碾压混凝土浇筑层的初始温度和绝热温升是碾压混凝土坝设计中的常见问题之一,直接关系到温度场仿真计算的精度和计算量问题。本文考虑各碾压层混凝土浇筑时间和水化热散发时间的不同,应用Laplace变换法和叠加原理求出了多层板状结构体的一维温度场理论解答。然后以此解析解为基础,合并多个碾压层为一个浇筑层,建立了温度场等效模型,并给出了复合浇筑层的等效初始温度和等效绝热温升的计算方法。本文的方法能够较好地模拟碾压混凝土分层碾压的施工过程,便于温度场有限元计算,计算结果表明,该方法具有较高的精度。     

磁约束双层夹心悬臂梁的振动分析

采用在约束层端部上设置永磁体的新方法可使阻尼层获得比传统约束阻尼处理方法更高的剪应变，从而增强粘弹层的阻尼耗能，降低共振峰。本文应用Hamilton原理，推导了全覆盖双层约束阻尼悬臂梁的运动方程，对模型进行了实验验证；分析了不同物理和几何参数下该方法的减振效果。研究表明，磁约束能提高阻尼减振效果。随着阻尼层厚度的增加，无磁约束的共振峰降低较少，而有磁约束的共振峰急剧降低，减振效果明显。阻尼层剪切模量G的变化对磁约束减振效果的影响较大；当G小于一定值时，减振效果明显，但当G大于一定值时，减振效果急剧降低。在不同的约束层弹性模量和厚度下，磁约束仍起作用。此外，分析了具有较大控制力的主被动混合磁约束振动控制方法的可行性。     

松质骨弹性模量计算的均匀化方法

对松质骨建立了六种单胞微观结构模型，采用均匀化方法和有限元方法计算松质骨的宏观等效弹性模量。给出了六种单胞模型的松质骨弹性模量与材料密度(体分比）的关系，与实验数据进行了对比，分析了不同微观结构模型在不同骨骼中的应用。结果表明，本文方法及六种单胞模型可以对松质骨微观结构和材料性能进行有效的模拟计算。同时本文又着重对松质骨的宏观等效弹性模量与体分比的指数关系进行了探讨。     

3D FINITE ELEMENTANALYSIS OF THE DAMAGE EFFECTS ON THE DENTAL COMPOSITE SUBJECT TO WATER SORPTION

The damage effects of water sorption on the mechanical properties of the hydroxya-patite particle reinforced Bis-GMA/TEGDMA copolymer (HA/Bis-GMA/TEGDMA) have been predicted using 3D finite cell models. The plasticizer effect on the polymer matrix was considered as a variation of its Young's modulus. Three different cell models were used to determine the influence of varying particle contents, interphase strength and moisture concentration on the debonding damage. The stress distribution pattern has been examined and the stress transfer mode clarified. The Young's modulus and fracture strength of the Bis-GMA/TEGDMA composite were also predicted using the model with and without consideration of the damage. The former results with consideration of the debonding damage are in good agreement with existing literature experimental data. The shielding effect of our proposed model and an alternative approach were discussed. The FCC cell model has also been extended to predict the critical load for the damaged and the undamaged composite subject to the 3-point flexural test.     

热障涂层-基体体系界面高温疲劳和断裂性能的实验研究

热障涂层(TBCs)作为发动机叶片的热防护涂层,能够显著提高叶片在高温环境下的使用寿命.本文围绕TBCs-镍基高温合金基体体系的界面性能,展开了比较系统的实验研究.通过实验方法得到了等温热处理前后陶瓷层的弹性模量、硬度及陶瓷层-粘结层界面的微结构的变化.结果显示,随着等温热处理时间的增加,弹性模量及硬度先增加后降低;氧化层随等温热处理时间和温度的增加逐渐增厚.利用本文提出的多相位角界面断裂韧性试验方法,建立了以应力强度因子为表征参数的TBCs界面失效准则.在假定界面间为粘性接触的条件下,预测了界面承载能力随陶瓷层弹性模量和氧化层厚度的变化趋势.通过热循环实验研究了TBCs-基体体系的热疲劳性能及失效机理.随着热循环高温保温时间的增加,热疲劳寿命先升高后降低,失效模式由界面失效转化为界面失效与陶瓷层失效并存;体系的失效由陶瓷层及氧化层的应变能密度、陶瓷层、氧化层及界面的断裂韧性,以及它们和界面微结构缺陷的相互作用共同决定.     

圆柱基体热障涂层制备工艺中的残余应力分析

由于基体和热障涂层各层材料的热膨胀系数不同,在温度变化时各部分变形大小也不同,从而导致涂层内部产生残余应力。本文利用过盈配合模型求解圆柱形基体上热障涂层的残余应力,计算了涂层的厚度、弹性模量和热膨胀系数对残余应力的影响,并从应力角度探讨热障涂层的剥落失效。     

曲壁蜂窝夹层板的振动特性研究

曲壁蜂窝具有负刚度特性,可以在大变形过程中吸收能量、抗冲击,并且在冲击过后可以自我恢复而不像传统蜂窝被压溃。本文将曲梁构成的负刚度蜂窝作为芯层,建立夹层板的动力学模型;推导出了曲壁负刚度蜂窝胞元的等效弹性参数,将其周期性排列为蜂窝芯,应用Reddy高阶剪切变形理论、Von-Karman大变形关系和Hamilton原理推导了负刚度蜂窝夹层板的非线性动力学方程;应用Navier法计算了四边简支边界条件下的固有频率。并利用有限元软件ABAQUS建立模型,计算固有频率,与理论计算结果进行比较,结果显示二者的计算结果具有较好的一致性,验证了芯层等效弹性参数及模型的有效性。探讨了在蜂窝胞元具有较高吸能情形下,夹层板在不同芯层厚度、不同芯厚比以及不同胞元曲壁厚度时的固有频率的变化特性。     

有限厚度模型校准二维MoS2的Bimodal-AFM杨氏模量测量

二维材料因其独特的晶体结构、新奇的物理特性和优异的力学性能, 在微纳机电系统、柔性电子器件等诸多领域有着广阔的应用前景. 弹性模量是二维材料的基本力学特性参量之一, 对其器件应用及应变调控有重要影响. 受限于二维结构和原子级厚度特征, 难以实现二维材料弹性模量的精确测量. 双模原子力显微镜的振幅调制-频率调制模式是一种高效测量二维材料杨氏模量的方法, 但刚性衬底对测量结果的影响不可忽视. 本工作通过双模原子力显微镜直接测得衬底与二维硫化钼的杨氏模量分布图, 并基于有限厚度模型对衬底效应进行修正, 得到了样品的本征杨氏模量值. 利用第一性原理计算得到了二维二硫化钼的弹性系数和杨氏模量, 对比发现实验和计算结果相当. 这说明双模原子力显微镜测量是一种可靠的二维材料杨氏模量直接测试方法, 且该方法无需制备悬空二维材料等繁琐步骤, 避免了常规测试中的不足. 本工作为大面积二维材料薄膜力学性能的程序化测试分析以及高通量力学实验数据的统计分析提供了可靠的实验基础.      

确定碾压混凝土坝弹性常数的解析法

考虑层面影响,将碾压混凝土坝作为复合材料建立了片状模型的应变模式,利用能量变分法导出了弹性常数公式,提高了计算精度,使弹性常数的确定更加合理和方便。     

NANOINDENTATION OF THIN-FILM-SUBSTRATE SYSTEM： DETERMINATION OF FILM HARDNESS AND YOUNG’S MODULUS

In the present paper, the hardness and Young‘s modulus of film-substrate systems are determined by means of nanoindentation experiments and modified models. Aluminum film and two kinds of substrates, i.e. glass and silicon, are studied. Nanoindentation XP Ⅱ and continuous stiffness mode are used during the experiments. In order to avoid the influence of the Oliver and Pharr method used in the experiments, the experiment data are analyzed with the constant Young‘s modulus assumption and the equal hardness assumption. The volume fraction model (CZ model) proposed by Fabes et al. (1992) is used and modified to analyze the measured hardness. The method proposed by Doerner and Nix (DN formula) (1986) is modified to analyze the measured Young‘s modulus. Two kinds of modified empirical formula are used to predict the present experiment results and those in the literature, which include the results of two kinds of systems, i.e., a soft film on a hard substrate and a hard film on a soft substrate. In the modified CZ model, the indentation influence angle, φ, is considered as a relevant physical parameter, which embodies the effects of the indenter tip radius, pile-up or sink-in phenomena and deformation of film and substrate.     

三河口碾压混凝土拱坝温控仿真研究

针对三河口碾压混凝土拱坝温度控制问题,综合考虑外界气温和混凝土热、力学性质随时间变化的影响,采用施工全过程仿真分析方法,动态模拟大坝碾压混凝土入仓温度、分层铺筑方式、通水冷却、后期养护等施工参数;分析了坝体温度场和温度应力场,提出了大坝温度、应力控制标准;根据计算结果及时进行温控方案的动态比较和调整,制定了具体的温控防裂要求和措施;在施工中对比实测监测数据。结果表明:坝体温度、应变的数值基本符合坝体温度控制的设计要求,证明温控措施有效。     

Analytic model of deformation of construction interfaces of rolled control concrete dam

The construction interfaces of RCCD have a distinct influence on the deformation of dams. The characters and rules on deformation of construction interfaces are studied. The methods simulating the deformation of the interfaces at different stages are proposed. A thickness analytic model and a no-thickness analytic model of construction interfaces are built. These models can reflect the elastic deformation, the attenuation creep deformation, the irreversible creep deformation and the accelerating creep defor- mation of interfaces. The example shows that these proposed models can simulate the deformation of the dam structure objectively. Especially, the results of the thickness analytic model which simulates the gradual changing regularities of interfaces can tally with those of monitoring in situ preferably. The methods proposed and the analytic models can be generalized and applied to general concrete dams, especially to the analysis on deformation rules of fault and interlayer in dam base.     

梯度弹性基础上正交异性薄板的屈曲分析

基于双参数弹性基础模型,研究了梯度弹性基础上正交异性薄板的屈曲问题. 首先,基于能量法与变分原理,给出了梯度弹性基础上正交异性薄板的屈曲控制方程,并得到了梯度弹性基础刚度系数K₁ 与K₂的计算式;进而,通过将位移函数采用三角函数展开的方法,给出了单向压缩载荷作用下、四边简支正交异性弹性基础板屈曲载荷的计算式;在算例中,通过将该文的解退化到单纯的正交异性板,并与经典弹性解比较,证明了理论的正确性;最后,求解了弹性模量在厚度方向上呈幂律分布的梯度基础上的薄板屈曲问题,分析了基础上下表层材料弹性模量比与体积分数指数对屈曲载荷的影响.     

高分子材料机械密封磨损特性及表面织构的影响

为提高金属/高分子材料机械密封的抗磨损性能,采用光刻-电解技术在316不锈钢表面制作微凹坑阵列形式的表面织构,与5种不同弹性模量的高分子材料组成摩擦副进行磨损试验.试验结果表明,对弹性模量最小的UHMWPE材料,表面织构起到了增磨作用,对其他四种弹性模量较高的材料,表面织构起到减磨作用,而且,随着高分子材料弹性模量的增大,表面织构表现出的减磨作用也随之增大.为解释这个现象,利用ANSYS有限元分析软件对摩擦副接触面进行了应力和变形分析,结果表明:织构化表面在接触过程中会产生应力集中和表面形变,材料的弹性模量越小,凹坑引起的变形越明显,可能产生的切削作用越显著.     

Elliptic yield cap constitutive modeling for high porosity sandstone

Field and laboratory investigators have observed thin, tabular zones of localized compressional deformation without shear in high porosity sandstone. These ‘compaction bands’ display greatly reduced porosity, and may affect the withdrawal of fluids from reservoirs. Studies addressing band formation as a type of strain localization predict the onset of the bands in a range of constitutive parameters roughly consistent with experiments, but are highly dependent on the constitutive relation used. In particular, the hardening modulus in shear and the slope of the yield surface in a plot of shear stress versus mean compressive stress are critical to localization predictions. Previous yield cap constitutive models employed a single deformation criterion, linking hydrostatic and shear response. In this work, we propose an elliptic yield cap model employing separate inelastic deformation parameters along each axis of the ellipse. The two deformation parameters allow the proposed surface to change in aspect ratio as it deforms, and allow a negative hardening modulus in shear without a negative hydrostatic modulus. Some cases with simplified modeling are shown for illustrative purposes, followed by a comparison with existing models. The proposed model displays similar strain behavior to the other models, but predicts localization under less restrictive conditions.     

AN ALGORITHM FOR DETERMINING TENSILE PROPERTIES FROM DIGITALLY RECORDED TENSILE TEST DATA

The outlined algorithm can be easily programmed to analyze tensile test data and eliminate any subjective bias introduced with graphical analysis methods. The procedure utilizes a ratio test combined with traditional numerical analysis techniques to determine Young's modulus and yield strength values. The technique represents an expanded algorithm which should be used in conjunction with the ASTM analysis method. Finally, the procedure is not effective with materials exhibiting an S_ys to S_rs ratio approaching unity.     

STUDY ON COUPLING MODEL OF SEEPAGE-FIELD AND STRESS-FIELD FOR ROLLED CONTROL CONCRETE DAM

IntroductionRCCDisbuiltwithconcreterolledandcompactedlayeruponlayer.Therefore,thereisonehorizontalconstructioninterfacebetweentwoconterminouslayers.Iftheconterminouslayersarenotcementedclosely ,theconstructioninterfaceswillbecomeweakpartsofRCCDthatinfluencethestrengthandstabilityofRCCD .Ontheotherhand ,theanti_seepageabilityofconstructioninterfacesisthedeterminantofanti_seepagecharacteristicsofthewholeRCCD .Whenadamisconstructedandfilledbywater,seepage_fieldcomesintobeinginthedambody ,w…     

含瓦斯煤单轴压缩的尺度效应实验研究

含瓦斯煤与其它岩石类材料一样,在力学特性等方面具有尺度效应。利用特制的饱和加压装置和电子万能试验机,对不同尺度、不同饱和瓦斯压力下的煤样进行了单轴压缩试验,探讨了煤样变形破坏及强度特性的变化规律。分析表明,煤样抗压强度、弹性模量随瓦斯压力的增大而减小,抗压强度随高径比的增加明显减小,弹性模量随高径比的增加略有提高。利用Weibull模型和线弹性强化理论对含瓦斯煤产生尺度效应的原因进行了合理地解释,为含瓦斯煤样尺度效应在强度表征等方面的深入研究提供了新的实验和理论依据。     

干燥环境下表面黏附性能调控研究进展

实现黏附可控是解决微/纳机械产品黏附失效问题和发展先进黏附材料及新型微操作/微装配技术等的有效途径. 基于该研究背景,针对干燥不带电系统,对近年来发展的几类黏附调控方法进行了综述,从表面改形、材料改性及外场控制三方面介绍了织构、涂层/薄膜和复合材料、速度、温度、外力和磁场在黏附调控方面的研究进展,分析和总结了各类方法的黏附调控机理、关键影响因素和特点,并指出了应用领域,介绍了多手段复合调控黏附方法的最新研究成果. 最后,探讨了当前黏附调控方面存在的问题和未来可能的发展方向.