试样长度对 13CrMo44钢管力学性能的影响

研究了试样长度对13CrMo44珠光体耐热钢管力学性能的影响，研究结果表明，随着L0升高，该钢管的伸长率下降并满足δ=16.9% 68.2%√F/L0关系，L0较短时，其对钢管的抗拉强度（σb)和屈服强度（σs)没有什么影响；L0较长时，钢管的σb和σs都稍有下降，解释了产生上述现象的原因。     

Nb微合金化建筑钢筋微观组织与屈服行为的关系

采用力学拉伸试验、显微组织观察等手段，对屈服平台长度不同的Nb微合金化建筑钢筋进行了金相组织定量分析，并对无屈服平台的试样进行了时效处理。结果表明：贝氏体含量影响着钢筋屈服平台的变化；随贝氏体含量的增大，钢筋屈服平台长度逐渐缩短直至消失；一定温度下，长时间的时效保温处理可使得钢筋的屈服平台得以恢复。在此基础上，讨论了贝氏体的影响机理、生成原因以及改善措施。     

氢及缺口状态对40CrNiMo钢断裂强度的影响

通过对４０ＣｒＮｉＭｏ光滑与三种不同缺口状态的试样进行试验发现，氢对材料强度的影响与外加应变速率的大小有关。在空气中试验，缺口状态对材料断裂强度几乎无影响；而在氢气中试验，则发现缺口根部半径Ｒ的变化对材料断裂强度影响极大；当缺口根部半径一定，仅改变外径Ｄ或缺口处最小直径ｄ所得两种缺口状态对缺口强度的影响不大。     

High-temperature oxidation of aluminum electroplated Fe-Mn alloys

Austenitic Mn-Al alloys (20–32 W/O Mn, 7–10 Al, 2–3 Si, 1C) were found to have satisfactory oxidation resistance up to 950°C under isothermal conditions in air. Surface enrichment of aluminum is a necessary condition for obtaining an almost pure alumina scale for uses at higher temperatures. Four different Mn-steels were Al-coated by the Capuano electroplating process. In all the steels there was an increase in the hot-oxidation resistance. The best results were obtained with steels containing both Al and Si, and this for temperatures up to 1100°C. No spalling was noticed during rapid cooling of the test pieces. Silicon was found to act as a diffusion barrier to outward iron diffusion. It appears that there is formation of a pure, thin film of alumina from the matrix which interacts with the aluminum diffusing from the superimposed, coating for the formation of good bonds.     

几种添加剂对模型石膏性能的影响

研究了N型减水剂、硅溶胶等添加剂对模型石膏凝结时间、强度、吸水率、溶蚀率等性能的影响,并确定了有关性能与添加量之间的关系,得出了最佳添加量。     

改性脲醛树脂胶粘剂的研究

主要利用混合改性剂，改进生产工艺以及施胶时加入填料等方法研究脲醛树脂胶粘剂的游离甲醛含量，剪切强度、耐水性等问题，得到低毒，综合性能良好的胶粘剂。     

改性BMI微孔轴承保持器材料研究

采用改性双马来酰亚胺树脂制备微孔轴承保持器材料，探讨了制备工艺和最佳工艺参数，得到性能优良的改性双马来酰亚胺微孔轴在保持器材料。     

Effect of temperature and age on the relationship between dynamic and static elastic modulus of concrete

This study investigates the effects of cement type, curing temperature, and age on the relationships between dynamic and static elastic moduli or compressive strength. Based on the investigation, new relationship equations are proposed. The impact-echo method is used to measure the resonant frequency of specimens from which the dynamic elastic modulus is calculated. Types I and V cement concrete specimens with water-cement ratios of 0.40 and 0.50 are cured isothermally at 10, 23, and 50 °C and tested at 1, 3, 7, and 28 days.Cement type and age do not have a significant influence on the relationship between dynamic and static elastic moduli, but the ratio of static to dynamic elastic modulus approaches 1 as temperature increases. The initial chord elastic modulus, which is measured at low strain level, is similar to the dynamic elastic modulus. The relationship between dynamic elastic modulus and compressive strength has the same tendency as the relationship between dynamic and static elastic moduli for various cement types, temperatures, and ages.     

Studies on high-performance blended/multiblended cements and their durability characteristics

Number of blends were prepared by intergrinding clinker, gypsum, fly ash, calcined clay, microsilica and limestone in laboratory ball mill in varying percentages, and their physical properties such as fineness, consistency, setting time and compressive strength have been determined. The durability tests on selected compositions were also conducted by exposing the mortar cubes separately in 5% Na₂SO₄ and 5% NaCl solutions till the age of 90 and 180 days. The performance was observed by compressive strength development criteria after various length of exposure. Results have been discussed and found that the durability of blended cement is higher than the ordinary Portland cement.