Experimental study on the heat transfer and flow characteristics of nanorefrigerants inside a corrugated tube

The heat transfer and flow characteristics of MWCNT-R141b nanorefrigerant with different mass fractions have been studied through experiments. Experimental results were compared with existing correlations. A two-step method was used to prepare the nanorefrigerants. Span-80 was used as surfactant with an average particle diameter of 20 nm. Transmittance method was used to evaluate the stability of nanorefrigerants. Results showed that the stability of MWCNT-R141b nanorefrigerant, which is the added dispersant, was good during the experiments. The 0.3 wt% MWCNT-R141b nanorefrigerants had optimal heat transfer enhancement effects compared with pure refrigerants. The maximum Nusselt number increased by 40%. The specific pressure drop of nanorefrigerant increased as the Reynolds number (Re) increased, and the specific pressure drop of the pure refrigerant was minimum, which is similar to R141b.     

快干性瓦楞纸箱粘合剂的研制

本文叙述了快干性瓦楞纸箱粘合剂的配制及工艺过程。实验结果表明，该粘合剂具有快的干燥速度和良好的性能     

具多件内装物的瓦楞纸箱尺寸优化设计

跳出传统的设计思路，提出装多件内装物的瓦楞纸箱尺寸优化设计方法，建立优化设计模型，编写程序用于生产，节省纸用量，降低成本。     

预应力钢-混凝土组合梁的应用与研究

回顾了预应力钢 混凝土组合梁国内外应用与研究历史 ,分析了现有规范及理论的不足 ,并指出了有待解决的问题。     

全密封变压器用波纹油箱的波纹高计算

介绍了全密封变压器所用的液纹油相的波纹筋高的计算方法，并用试验进行了验证。     

高沸石配比陶瓷纤维复合纸制备中助留剂的选择

考察了沸石复合纸板制备中助留剂对无机物留着的影响。结果表明,PDADMAC或A-PAM单元体系、PVAm/A-PAM二元助留体系的作用效果差,PDADMAC/A-PAM二元助留体系的留着效果显著,PDADMAC的相对分子质量对留着效果的影响不大,PDADMAC与A-PAM的电荷量比是决定无机物留着的主要因素,本研究的条件下,最佳正负电荷量比为3.0～5.0。     

变性淀粉—丙烯酰胺接枝共聚物的制备及其对瓦楞纸的增强作用

以硝酸铈为引发剂，合成了氧化淀粉及可溶性淀粉等变性淀粉与丙烯酰胺的接枝共聚物，详细考察了引发剂用量及淀粉性质对单体转化率和接枝率的影响。结果发现，用氧化淀粉，可溶性淀粉等变性淀粉与丙烯酰胺接枝共聚，可获得比原淀粉高得多的单体转化率和接枝率。在瓦楞纸中的使用表明，添加０．５％的氧化淀粉一丙烯酰胺接枝共聚物可使瓦楞纸的环压强度增加５２％。     

波节式换热管压缩失稳试验研究

通过对不同材料、直径和壁厚的波节式换热管进行压缩失稳试验,绘出应力和应变强度关系曲线,指出直光管经胀管成型为波节管后,应力状态分布明显不同于光管,壁厚和直径等规格尺寸的不同会影响波纹管的强度性能.     

薄壁不锈钢管波纹卡粘式连接方法及性能研究

介绍了薄壁不锈钢管波纹卡粘式连接的原理、安装方法、注意事项以及工程应用情况,试验研究了波纹卡粘式连接件的连接强度、密封性、使用寿命等。结果表明:经完全固化后,波纹卡粘式连接件的最大破坏扭矩达到41N·m,接近于DN15薄壁不锈钢管产生塑性变形时的扭矩强度;连接密封性能相关的8项指标全部符合国标要求。在550℃的高温炉内,连接件的泄漏量为0.02m3/h,远小于规定的0.17m3/h。根据阿累尼乌斯图推算出连接件的使用寿命可达70a以上。卫生检测显示连接件中的厌氧胶不会影响水质,清洁卫生。     

Mechanical Behavior of a Partially Encased Composite Girder with Corrugated Steel Web: Interaction of Shear and Bending

The synergistic use of partially encased concrete and composite girders with corrugated steel webs (CGCSWs) has been proposed to avoid the buckling of corrugated steel webs and compression steel flanges under large combined shear force and bending moment in the hogging area. First, model tests were carried out on two specimens with different shear spans to investigate the mechanical behavior, including the load-carrying capacity, failure modes, flexural and shear stress distribution, and development of concrete cracking. Experimental results show that the interaction of shear force and bending moment causes the failure of specimens. The bending-to-shear ratio does not affect the shear stiffness of a composite girder in the elastic stage when concrete cracking does not exist, but significantly influences the shear stiffness after concrete cracking. In addition, composite sections in the elastic stage satisfy the assumption of the plane section under combined shear force and bending moment. However, after concrete cracking in the tension field, the normal stresses of a corrugated web in the tension area become small due to the “accordion effect,” with almost zero stress at the flat panels but recognizable stress at the inclined panels. Second, three-dimensional finite-element (FE) models considering material and geometric nonlinearity were built and validated by experiments, and parametric analyses were conducted on composite girders with different lengths and heights to determine their load-carrying capacity when subjected to combined loads. Finally, an interaction formula with respect to shear and flexural strength is offered on the basis of experimental and numerical results in order to evaluate the load-carrying capacity of such composite structures, thereby providing a reference for the design of partially encased composite girders with corrugated steel webs (PECGCSWs) under combined flexural and shear loads.