铁电-聚合物颗粒复合材料的热电性质

应用改进的有效媒体理论研究了铁电－聚合物颗粒复合材料的热电性质，当颗粒浓度在渗流阈值附近时，界面效应非常重要。因此，在有效媒体理论中，考虑到颗粒的界面效应，得到了铁电颗粒复合材料的热电系数在渗流阈值附近有一陡增，这与实验中观察到的现象一致。     

Properties of frictional bridging in fiber pull-out for fiber-reinforced composites

Stress equilibrium equations, boundary- and continuity-conditions were used to establish a theoretical model of progressive debonding with friction at the debonded interface. On a basis of the minimum complementary energy principle, an expression for the energy release rate G was derived to explore the interfacial fracture properties. An interfacial debonding criterion G≥Гi was introduced to determine the critical debond length and the bridging law. Numerical calculation results for fiber-reinforced composite SCS-6/Ti-6Al-4V were compared with those obtained by using the shear-lag models.     

高分子纳米复合材料制备方法探讨

纳米科学技术是一门跨学科、跨行业的高新科学技术,由于纳米材料体系具有许多独特的性质,应用前景广阔,因而近几年来发展迅速。本文对高分子纳米复合材料的制备方法作了简介。     

玻璃钢复合材料板材Lamb波传播特性分析

基于Lamb波在各向异性材料的波动方程和频散原理,采用斜入射法激发A0模态兰姆波。针对板材的铺层角度、各接收点方向和频厚积等因素对衰减规律和传播速度规律有较大影响,采用有限元软件建立玻璃钢复合材料层合板模型,对各影响因素进行数值模拟研究。研究表明:Lamb波传播特性与纤维铺层方式有关,声速及衰减特性沿纤维方向和非纤维方向传播声速和衰减差异较大,并且呈对称现象,频厚积在0.6~1.8 MHz·mm,对传播声速和衰减影响为线性下降且趋于平稳。     

国内木塑复合材料研究进展及应用现状

本文从原料出发统一木塑复合材料的概念及分类，探讨技术关键，分析生产工艺，并就目前国内应用现状提出了其未来的发展趋势。     

钢筋增强ECC梁受弯性能的试验及数值研究(英文)

为了研究钢筋增强ECC梁受弯性能,进行了钢筋增强ECC梁和普通钢筋混凝土梁受弯的对比研究.结果表明,相比普通钢筋混凝土梁,钢筋增强ECC梁的受弯承载力和延性分别提高了24.8%和187.76%,并且在梁中用ECC代替混凝土可有效延缓裂缝的发展.此外,采用简化的ECC本构模型对钢筋增强ECC及混凝土梁的受弯性能进行了非线性有限元分析,模拟结果与试验结果吻合较好,在服役期间钢筋增强ECC梁的裂缝可以控制在0.4 mm以下.ECC材料的使用可明显提高梁的抗弯承载力、变形能力、延性等受弯性能.     

添加蓝钨对钨骨架烧结及熔渗的影响

为探索新的钨骨架烧结工艺以降低骨架的烧结温度和提高钨铜复合材料的性能,并在工业上实现批量生产,采用添加蓝钨的还原烧结工艺制备钨骨架,并对添加蓝钨烧结钨骨架的机理进行探讨．采用扫描电镜、激光热导仪和化学成分分析仪对钨铜复合材料的组织、热导率、氧含量进行了分析．结果表明：用该方法制备的钨骨架含氧量低,熔渗后W-26Cu组织致密度大于99％,热导率可达231W／（m·K）．     

基于标准的碳纤维材料信息计量分析

碳纤维是制造各类先进复合材料的重要原料和基础。而标准作为一种技术规范,在维护市场经济健康发展中发挥重要作用,也是国家竞争力的重要表现。本文通过对主要国际化和国家标准化组织的碳纤维标准为对象,对全球碳纤维标准进行计量分析。结果显示,在碳纤维标准制定领域,日本、欧盟以及欧洲各国占有较强优势,而我国相关标准制定的国际化有待进一步加强。     

Influence of surface roughness on the color of dental-resin composites

This study deals with the influence of surface roughness on the color of resin composites. Ten resin composites (microfilled, hybrid, and microhybrid) were each polished with 500-grit, 1 200-grit, 2 000-grit, and 4 000-grit SiC papers. The roughness parameter (R _a) was measured using a Plμ confocal microscope, and field-emission scanning electron microscope (Fe-SEM) images were used to investigate filler morphology. Color was measured using a spectroradiometer and a D65 standard illuminant (geometry diffuse/0° specular component excluded (SCE) mode). Surface roughness decreased with grit number and was not influenced by filler size or size distribution. A significant influence of R _a on lightness (L*) was found. Lightness increased with decreases in roughness, except for specimens that underwent polishing procedure 4 (PP4; 500-grit, 1 200-grit, 2 000-grit, and 4 000-grit SiC papers consecutively). Generally, it was found that surface roughness influenced the color of resin composites. The composites that underwent PP1 (500-grit SiC paper) exhibited significant differences in chroma (C*), hue (h°), and lightness (L*) compared to composites that underwent PP3 (500-grit, 1 200-grit, and 2 000-grit SiC papers consecutively) and PP4. Color difference (ΔE*) between the polishing procedures was within acceptability thresholds in dentistry.     

钢筋增强 ECC／混凝土组合柱压弯性能分析

为了提高柱的承载力、抗震性能和性价比,采用工程水泥基复合材料（ECC）材料替代钢筋混凝土（RC）柱柱根区域的混凝土形成 ECC ／RC 组合柱．基于已有的材料性能试验数据,采用 ATENA 有限元软件对 ECC 柱、ECC ／RC 组合柱及 RC 柱的压弯性能进行数值分析．研究了 ECC 柱和 ECC ／RC 组合柱的破坏机理,并与 RC 柱进行对比,进而探究 ECC 高度、轴压比和体积配箍率3个参数对 ECC ／RC 组合柱或 ECC 柱压弯性能的影响．结果表明：ECC 柱和 ECC ／RC 组合柱较 RC 柱具有更高的承载力、延性和抗裂能力;ECC高度在1．2h（h 为截面高度）左右的组合柱即可达到全 ECC 柱的性能效果;ECC 具有较高的抗剪强度,能显著减小箍筋的配置,便于施工和促进实际工程应用．