Interconnected SiC–Si network reinforced Al–20Si composites fabricated by high pressure solidification

The microstructures and mechanical properties of the interconnected SiC–Si network reinforced Al–20Si composites solidified under high pressures were investigated. The results demonstrate that the complete interconnected SiC–Si network can be obtained by high pressure solidification, and the connected micron-sized pores are uniformly distributed in the interconnected SiC–Si network. The compressive strength and microhardness of the SiC/Al–20Si composites solidified under 3 GPa were 723 MPa and 229 HV_0.05, respectively. Furthermore, the fracture process of SiC/Al–20Si composites was studied by in situ TEM tensile testing. The result shows that the crack first initiated and propagated at the Al/Si interface under an external load, and the SiC particles in the interconnected SiC–Si network can effectively hinder the crack propagation, thus enhancing the strength.     

基于C#持久蠕变强度外推功能的实现

持久蠕变强度外推是预测材料在高温高压环境下工作寿命的有效方法。目前常用的外推方法有等温法和参数法。这两种方法都是通过在实验室中采用较短时间的试验，获取试验数据后，通过Excel或者MATLAB等数据处理软件进行数据的拟合处理和外推计算。这些数据归纳统计和数学建模的过程有时需要耗费试验人员的大量精力。介绍了持久蠕变强度外推的软件实现方法，该功能包含在持久蠕变试验设备配备的软件中，试验完成后，软件直接根据试验结果进行数据拟合和持久蠕变强度的外推计算，无需试验数据的统计和建模，大大提高了持久蠕变强度外推计算的效率。     

水下湿法焊接工艺在沉船打捞工程中的应用

针对某次沉船事故打捞方案中需要在水下焊接扳正桩头的情况,设计了原桩头1/4尺寸的缩比模型,为验证水下焊接质量,在不同焊接规范下对缩比模型进行焊接,并对焊后试件的力学性能进行了检测。结果表明,在该焊接规范下所焊试件的焊缝成形良好,目测无明显缺陷,所设计试件结构的承载拉力达到了设计承载力的2倍,且焊接效率较高,能在短时间内完成施焊工作,实现了预期设计目标。     

一种精确测量ASTM标准圆形拉伸试样锥度的方法

介绍了ASTM标准中圆形拉伸试样主要部位的尺寸与要求。采用国产万能工具显微镜-投影法对试样在平行长度部位的锥度进行了测量。该方法简便易行,结果准确可靠,满足了标准要求,同时发挥了老设备的作用,保证了试样的加工精度。     

Predicting the tensile creep of concrete

Over a four year period, six phases of testing were performed to observe the influence of age at loading, applied stress level, mix composition and relative humidity on the tensile creep of concrete. From these investigations it was possible to develop a model which allowed the prediction of tensile creep based on a knowledge of the compressive strength of the concrete (determined at the age of loading), the applied stress level and the relative humidity. Subsequently, this model was validated using the results from three independent investigations. Compressive creep as well as tensile creep was also obtained. This allowed a comparison of compressive creep with tensile creep and illustrated that on the basis of equal stresses, tensile creep is on average between 2 and 3 times greater than compressive creep (the maximum ratio is in excess of 8). For this investigation, however, on the basis of stress/strength ratio the difference between tensile and compressive creep is less significant. Considering a simply supported flexural reinforced concrete element, the investigation suggests that it is unwise to consider actual compressive creep equal to actual tensile creep as is often the case in design practice.     

Analysis of the Disintegration of Distiller's Spent Grain Compacts as Affected by Drying in Superheated Steam

Breaking and disintegrating of biomass compacts while they are being dried in superheated steam (SS) is a common problem observed during the initial stage of SS drying. The present work investigated the moisture and temperature changes, volume and density variation, crushing resistance, and tensile strength of single cylindrical compacts produced from wet distiller's spent grain (WDG) under SS drying conditions. The wet compacts were dried in SS at 110, 130, and 150°C with SS velocities of 0.9, 1.1, and 1.4 m/s. For a specific temperature and velocity, the compacts were exposed to SS for time periods of 5, 120, 300, and 600 s and the changes in physical properties were analyzed. An increase in a percentage increase in volume by 78–130% and a decrease in density by 51–61% were observed as a result of drying the compact in SS. The results obtained from the study were compared with hot-air dried compacts for 600 s, indicating that SS drying had a substantial role in stimulating the relaxation of stresses stored in the compacts as compared with a convection hot-air drying process.     

抗静电PA6–PEG共聚物的合成与性能研究

以己内酰胺和聚乙二醇(PEG)为原料,通过熔融缩聚合成了聚酰胺(PA)6基抗静电聚醚酯酰胺共聚物(PA6–PEG)。研究了样品的热水萃取率,通过傅里叶变换红外光谱、电子万能试验机研究了样品的结构和力学性能,并测试了抗静电性能。结果表明,样品的热水萃取率随着PEG添加量的增加而提高;样品为嵌段共聚物,通过酯基相连接;PEG的加入能够有效降低PA6的表面电阻率,达到109Ω数量级,可以满足抗静电的要求;PEG对样品有一定的增韧作用,可以通过调整PEG的含量获得需要的力学性能。     

一种高弹性改性环氧道路修补胶的研制

通过添加合适的增韧剂对双酚A环氧树脂进行改性,得到改性环氧树脂;同时筛选合适的韧性固化剂,固化得到高弹性道路修补胶。