国外复合材料用高级增强纤维的发展现状

本文综述了国外碳纤维、陶瓷、聚芳酰胺、超高分子量聚乙烯、液晶聚合物纤维的发展现状,包括它们的生产能力、消费情况、性能特点,主要生产国和生产公司、产品牌号以及应用领域等,并指出了其生产进展和发展动向。     

Stress concentration and fatigue of profiled reinforcing steels

Stress concentrations arise from profiles of ribbed reinforcing steel bars and in this study the results of calculated stress concentration factors (SCF), by using finite element method, are related to the fatigue test results. It is apparent that the degree of confinement of a ribbed bar embedded in concrete not only affects the magnitude of the ultimate bond stress but also the bond stress-slip relation. Thus the rib geometry or profile pattern is designed for optimum bond characteristics and not for fatigue considerations. However the rib geometry influences the fatigue performance through the SCFs arising from the root radius, width and flank angles of the profiles. It is shown that these latter factors have a significant influence on the fatigue behaviour of reinforcing steel bars.     

原位增强体Al3Ti形成热力学及合金元素对其形貌影响

通过热力学方法分析了Al3Ti生成反应进行的可能性,探讨了Al3Ti/ZL101原位复合材料中增强相Al3Ti的形成机制,确定了增强相Al3Ti的存在及合金元素对形成亚微米尺寸增强相的影响,测定了原位复合材料的常温力学性能.研究结果表明:原位生成Al3Ti反应自发进行的趋势很大;增强相Al3Ti的形貌和尺寸受合成反应所选原材料的影响,只有在合金元素硅存在的条件下,才能产生尺寸在0.5μm左右的增强相Al3Ti;原位复合材料的常温力学性能较基体都有一定程度的提高.     

颗粒增强铝基复合材料断裂韧度研究

采用搅熔复合法制备颗粒增强铝基复合材料．对复合材料断裂韧度进行了测试。系统研究了影响该材料断裂韧度的各种影响因素：结果表明：在增强相加入量相同时．采用Sic颗粒复合材料的断裂韧度比Al2O3的影响显著，而增强颗粒质量分数越高．则复合材料的断裂韧度越低．增强颗粒尺寸越小，复合材料断裂韧度值越大。热处理状态对断裂韧度也有较大影响，人工时效比自然时效状态下的断裂韧度高。     

改性PP汽车风扇专用料的研制

以不同品种的橡胶并用改性ＰＰ，并加入第三组分、增强剂和复合抗氧剂等，可进一步改善ＰＰ的低温耐冲击性、刚性和热变形温度。探讨了ＰＰ的ＭＦＲ，以及挤出共混工艺对专用料性能的影响。研究结果表明，ＰＰ风扇专用料的主要性能达到或接近于国外同类产品的技术指标。     

砼薄壁筒体在现浇钢筋混凝土空心板中的应用与施工

阐述了BDF薄壁管在现浇钢筋混凝土空心极中的应用,介绍了其工艺原理、技术特点、计算原理、优越性等几个方面的内容,并对其施工技术进行了论述。     

基于再励学习的地铁列车运行过程的模糊自适应控制

提出了一种用于解决地铁运行控制问题的基于再励学习的模糊自适应控制方案，解决了多控制目标下列车控制问题，确保了列车准确运行。仿真取得了令人满意的结果。结果表明，这种将模糊控制和再励学习相结合的智能控制方法综合用于列车运行控制是可行的，可以较好地保证舒适性、停车准确性和正点性。     

合金元素对钢筋耐腐蚀性能和机械性能的影响

通过正交试验，研究了成分为(％)：0．10～0．12C，0～0．78Cr，0．32～0．67Ni，0～0．52Mo，0～0．06V，0．30～0．36Cu低碳高强度钢筋的耐蚀性和力学性能。结果表明，Cr能显著提高钢筋的耐氯盐腐蚀性，含0．53％～0．78％Cr、0．32％～0．35％Ni的钢筋具有良好的耐蚀性；加Mo，V可显著提高钢筋的强度。     

Fibrous porous ceramics with devisable phenolic resin reinforcing layer

Fibrous porous ceramics with devisable phenolic resin reinforcing layer were fabricated using low cost atmospheric impregnation technology at room temperature. In combination with additional sealing method, phenolic resin reinforcing layer with controllable thickness could be obtained on the surface of fibrous porous ceramics. Typical gradient profile was observed along the thickness direction of impregnation. The effects of the phenolic resin reinforcing layer on mechanical properties and thermal insulation properties were studied. The results revealed that compressive strength increased from 1.70?MPa to 2.61?MPa, tensile strength increased from 0.78?MPa to 0.91?MPa, and flexural strength increased from 9.55?MPa to 10.89?MPa with the phenolic resin layer increasing from 0?mm to 9?mm. Simultaneously, room-temperature thermal conductivity increased from 0.051?W/(m·K) to 0.055?W/(m·K). In addition, the impact resistance of the surface of the material was obviously improved. The contact angel of the surface of the material exceeded 125°, which effectively improved the environmental adaptability.     

Preliminary study on mitigating steel reinforcement corrosion with bioactive agent

Corrosion causes over $100 billion in damage annually. Cinnamaldehyde, a bioactive agent derived from cinnamon bark, can mitigate the corrosion of metals but has a negative effect on hydration when incorporated in cementitious systems. In order to avoid these negative consequences while harnessing anti-corrosive properties, cinnamaldehyde was incorporated in a cementitious mixture through the use of lightweight aggregate (LWA). The same method was used for penetrating corrosion inhibitors in an attempt to reduce the time required for the inhibitor to reach and protect reinforcing steel. The setting time, compressive strength, heat evolution (via semi-adiabatic calorimetry), and autogenous shrinkage of the experimental mixtures were measured and an accelerated corrosion test (ACT) was used to quantify performance in a corrosive environment. Experimental mortars showed prolonged setting times, reduced compressive strength, heat evolution, and autogenous expansion. However, the experimental mortars showed an increase in time to cracking when exposed to a corrosive environment.