功能梯度材料的点插值无网格法

建立了一种新的求解功能梯度材料问题的点插值无网格法,这种无网格方法将径向基函数和多项式基函数耦合构造具有插值特性的近似函数,并将其应用于弹性力学问题Galerkin形式的无网格方法。在计算过程中,取高斯点的材料参数模拟功能梯度材料特性的变化,由于形函数及其导数的构造相对简单,并且满足Delta函数性质,所以该方法具有计算量小、精度高、可以像有限元法一样直接施加边界条件的优点。最后通过数值算例证明了该方法的有效性。     

横观各向同性功能梯度圆板弯曲问题的精确解

对周边为弹性支承边界条件下的横观各向同性功能梯度材料圆板轴对称弯曲问题进行了分析.将位移函数写成傅里叶-贝塞尔级数的形式,根据横观各向同性功能梯度材料基本方程,并针对指数函数形式的梯度分布情况,对功能梯度圆板轴对称弯曲问题的位移和应力进行了精确分析.并通过具体算例,分析了在圆板上、下表面荷载作用下,材料性质的不同梯度变化对圆板结构响应的影响.分析结果表明,材料性质的梯度变化对圆板的力学性能有显著影响.     

Theoretical analysis on bending behavior of functionally graded composite beam crack-controlled by ultrahigh toughness cementitious composites

Ultrahigh toughness cementitious composites (UHTCC) obviously show strain hardening property under tensile or bending loading. The failure pattern of the UHTCC components exhibits multiple fine cracks under uniaxial tensile loading with prominent tensile strain capacity in excess of 3%, with merely 60 μm average crack width even corresponding to the ultimate tensile strain state. The approach adopted is based on the concept of functionally-graded concrete, where part of the concrete, which surrounds the main longitudinal reinforcement in a RC (reinforced concrete) member, is strategically replaced with UHTCC with excellent crack-controlling ability. Investigations on bending behavior of functionally-graded composite beam crack controlled by UHTCC has been carried out, including theo- retical analysis, experimental research on long composite beams without web reinforcement, validation and comparison between experimental and theoretical results, and analysis on crack control. In addition to improving bearing capacity, the results indicate that functionally-graded composite beams using UHTCC has been found to be very effective in preventing corrosion-induced damage compared with RC beams. Therefore, durability and service life of the structure could be enhanced. This paper discusses the development of internal force and crack propagation during loading process, and presents analysis of the internal force in different stages, moment-curvature relationship from loading to damage and calculation of mid-span deflection and ductility index. In the end, the theoretical formulae have been validated by experimental results.     

Experimental investigation and analysis on flexural performance of functionally graded composite beam crack-controlled by ultrahigh toughness cementitious composites

Based on the concept of functionally graded concrete, UHTCC (ultrahigh toughness cementitious composites) material with excellent crack-controlling ability is strategically substituted for part of the concrete, which surrounds the main longitudinal reinforcement in a reinforced concrete member. Investigations on bending behavior of such a functionally graded composite beam crack-controlled by UHTCC (abbreviated as UHTCC-FGC beam) have been carried out. After establishing a theoretical calculation model, the paper discusses the results of four-point bending experiment on long composite beams without web reinforcement, and validates the theoretical formulae through experimental results of UHTCC-FGC beams with different thicknesses of UHTCC layer. Besides improving bearing capacity and saving steel reinforcements, the results indicate that UHTCC-FGC beams can also effectively control the deformation and enhance the ductility of members. At last, the optimal thickness of UHTCC layer in UHTCC-FGC beams has been confirmed, which can not only save materials and improve mechanical performance of members, but also be very effective in preventing corrosion-induced damage and enhancing the durability of members by controlling crack width below 0.05 mm under service conditions. Supported by the Key Program of the National Natural Science Foundation of China (Grant No. 50438010) and the Research and Application Programs of Key Technologies for Major Constructions in the South-North Water Transfer Project Construction in China (Grant No. JGZXJJ2006-13)     

级配碎石基层非线性对沥青路面结构受力的影响

目的基于级配碎石基层材料的非线性特征,研究级配碎石上基层沥青路面结构力学响应规律,进而为该种路面结构设计提供理论依据．方法通过ABAQUS有限元软件的二次开发,运用Fortran语言对级配碎石非线性本构模型进行编译,建立级配碎石上基层沥青路面结构的有限元模型．结果随级配碎石层和面层厚度的增加,级配碎石非线性沥青路面结构各结构层所受层底拉应力较级配碎石线弹性沥青路面结构都有所增加,路表弯沉变化不大．推荐在中等级交通下的面层厚度为7—15cm,级配碎石层厚度为10—15cm．结论应用该种路面结构时,考虑到级配碎石层非线性对该路面结构受力产生的不利影响,必须确定合理的级配碎石层和面层厚度．     

Fabrication process of smooth functionally graded materials through a real-time inline control of the component ratio

Functionally graded materials (FGMs) play an essential role in tissue engineering because of their satisfactory histocompatibility and excellent mechanical performance. While traditional manufacturing methods allow production of simple FGMs, precise control of composition and customized property at transition between the dissimilar materials is still a challenge. Here, an extrusion-based functionally graded additive manufacturing (FGAM) platform was developed to generate smooth graded parts by thrusting out monolithic cylindrical filaments with high viscosity. Furthermore, the rheological properties, hydrodynamic behavior, and mixed homogeneity of the non-Newtonian fluids were studied. Therefore, the appropriate solid contents, alternative energy-efficient mixers, and optimized printing parameters were proved to be beneficial for an outstanding deposition effect of the suspension. Ultimately, an object with smooth gradient was successfully manufactured. The validity of this strategy was verified via optical microscopy combined with an image processing method to gauge homogeneity and a scanning electron microscope to investigate graded composition and microstructure.     

稀土硅铁对TBCs梯度热障涂层组织与性能影响的研究

通过低压等离子喷涂技术在Ni基合金表面制备了Y2O3－CeO2-TZP/NiCoCrAlY梯度热障涂层，采用光学显微镜、X射线衍射仪、扫描电镜、电子探针等方法研究了稀土硅铁对Y2O3－CeO2-TZP/NiCoCrAlY梯度热障涂层的组织和性能的影响。结果表明，在涂层中加入适量的稀土硅铁，能改善涂层的组织结构，提高其抗热震性能和抗高温氧化性能。     

Microstructures of functionally graded materials fabricated by centrifugal solid-particle andin-situ methods

Functionally graded materials (FGMs) belong to a relatively new class of inhomogeneous composite materials, in which the composition and/or microstructure undergo a gradual change along some directions. In this review article, the microstructures and composition gradients in Al/SiC, Al/Shirasu (volcanic eruptions commonly found in south Kyushu in Japan), Al/Al₃Ti, Al/Al₃Ni, Al/Al₂Cu FGMs have been investigated. The Al/SiC, Al/Shirasu and Al/Al₃Ti FGMs are fabricated by the centrifugal solid particle method where the distribution particles of SiC, Shirasu and Al₃Ti are solids in the melts. On the other hand, Al/Al₃Ni and Al/Al₂Cu FGMs are fabricated by the centrifugalin-situ method where Al/Al₃Ni and Al/Al₂Cu systems have lower liquidus temperatures than the processing temperatures. The feature of Al/(Al₃Ti−Al₃Ni) hydrid FGM, which is fabricated by a method combining both the centrifugal solid-particle andin-situ methods, is also shown.     

p—型FeSi2／Bi2Te3梯度热电材料的优值推证与界面温度优化

通过对两元 p-型梯度热电材料 Fe Si2 / Bi2 Te3界面温度的建模计算与实验验证 ,在固定热冷端温区内积分得出的 Z- ΔT值与界面温度 Ti 的关系曲线为 :Z- ΔT =0 .6 72 +11.7× 10 - 4Ti - 1.31× 10 - 6 T2i - 3.4 9× 10 - 9T3i该关系可用来表征两元梯度结构的热电性能。从拟合曲线上得出该梯度结构的最佳界面温度为 2 2 0℃～ 2 30℃ ,这与实验测出两单段材料 (Fe Si2 ,Bi2 Te3)长度比为 10∶ 1左右时所形成的界面温度较为接近。通过测试不同长度比的材料输出功率 ,也发现 10∶ 1梯度材料的最大输出功率较大 ,是相同温差下单段 β- Fe Si2 材料的 2倍～ 2 .6倍。     

Plasma spray forming of functionally graded materials mould

A new technology of functionally graded materials(FGM) mould fabricated by plasma spraying and arc spraying was developed. According to applied characteristic of plastic mould, the reasonable coatings of FGM were designed and their microstructures were analyzed. At the same time, some key problems were solved including spray mould fabricating, FGM forming and demoulding, etc. The results show that the service performance of the FGM mould is much more excellent than the one composed of the traditional materials, and the life span can also be greatly increased. The technology will have a significant influence on materials development in mould industry.