Study on Surface Optimization by Ion Beams

Preliminary tribo-mechanical properties of IBED filmsof GCr15 bearing steels have been studied in this paperalong with the comparison between IBED films and PVDfilms as well as non-implanted surface in wear resis-tance,micro-hardness,friction and surface morpholo-gy.Experiments gave a consistent picture and statedclearly that TIN films can really improve the tribo-me-chanical properties of materials and have practical usesin a certain sense.However,further theoretical and ex-perimental studies must be performed in respect thatthere are some defects on IBED films.     

电石生产复合 FUZZY-PI 控制的研究

在对电弧炉的生产特性和电特性进行分析的基础上，应用了一种复合控制方法（ＦＵＺＺＹ－ＰＩ法）控制电弧炉的电极位置，以使电弧炉工作在最佳工作点．仿真研究表明：复合控制法应用于电弧炉控制中，可以达到良好的控制效果．     

正交各向异性碳/环氧邻边固支矩形层合板自振频率的近似解

利用能量法近似计算两邻边固支，其他两邻边自由支承的正交各向异性碳／环氧层合板的固有频率，并与实验测试相比较，两者符合的很好。     

Tectonic types and evolution of Ordovician proto-type basins in the Tarim region

The Ordovician system is an important target for exploration in the Tarim Basin. Restoration of the Ordovician tectono-depositional environment is a key basis for the study of the structural development history in Tarim block and the prediction of the favorable Ordovician reservoir belts （zones）. Based on the surrounding tectonic settings, the litho-facies and sedimentary fill, the palaeo-geography, palaeoclimate and palaeo-ecology, and the structural deformation and magmatic eruptions, in this paper we combine the sedimentary fill in the basin with the development of the surrounding orogenic belts and re-build the proto-type basins of the different Ordovician periods. During the Ordovician period, the Tarim region was characterized by the composite of the interior cratonic depression with the peripheral cratonic depression. The interior cratonic depression in the central and western parts is mainly the deposiUonal area of the platform facies while the peripheral cratonic depression in the eastern part is mainly the zone of deepwater basin facies, with the slope acting as the transition belt between them. During the Late Ordovician period, the closure of the Northern Kunlun Ocean and destruction of the trench-arc-basin system in the Altyn Tagh region put the southern part of the Tarim block under com- pression and uplifting and turned the central and western parts of the carbonate platform into the mixed deposiUonal continental shelf. The eastern region of the basin had the over-compensated flysch sedimentation with huge thickness, marking the drastic turn of the basin nature. The basin tectonic framework turned to the south-north differentiation of the Silurian period from the east-west differentiation of the Ordovician period.     

LiFePO4/C复合材料的制备和性能研究

采用溶胶凝胶法对原料进行了混合,在氮气保护下利用固相反应烧成了LiFePO4/C复合材料.XRD衍射分析表明,烧成温度和碳源引入量对LiFePO4/C的结晶度有较大的影响,在650～700 ℃范围内烧成的LiFePO4/C结晶完整;当碳源引入量超过20%时,LiFePO4/C衍射峰强度下降.SEM电镜观察到,烧成的LiFePO4/C晶粒细小,大小均匀,晶粒尺寸为100 nm左右.以烧成的LiFePO4/C复合材料作为正极材料进行充放电测试,发现碳源对首次放电容量有较大的影响,分别以乙炔黑、蔗糖和葡萄糖作为碳源时,0.1 C倍率下首次放电容量分别为120,135,162 mA·h/g.对以葡萄糖为碳源烧成的LiFePO4/C复合材料进行放电倍率测试,研究结果表明,该复合材料具有优异的大电流充放电性能.在1 C和3 C高倍率下首次放电容量为0.1 C倍率下放电容量的90%和80%.     

弱排水桩复合地基固结性状

针对关于弱排水柱复合地基固结性状的研究还处于初步阶段的情况,采用水泥土搅拌桩为研究对象,对其进行了探讨。利用有限元计算对弱排水桩复合地基孔压消散的规律进行了分析与研究,得出了极端处孔压随时间的变化规律,以及不同荷载作用下的孔压分布情况,并通过实测结果得到了进一步验证。据此提出了若干建议性的结论,为解决复合地基固结性状问题提供了一定的理论指导。     

内置梳齿钢板混凝土连梁与混凝土剪力墙节点性能

利用有限元软件Adina对内置梳齿钢板混凝土连梁与混凝土剪力墙节点性能进行了数值分析。将计算结果与试验结果进行对比,在验证有限元分析计算结果正确的基础上,利用有限元软件Adina对内置梳齿钢板混凝土连梁和普通钢筋混凝土连梁与剪力墙节点的抗震性能进行了比较,证明了这种形式节点性能的优越性。     

钢管混凝土柱-钢梁单边螺栓连接节点静力性能试验研究

通过对8个钢管混凝土柱-钢梁单边螺栓连接节点进行轴拉及弯剪加载试验,考察了约束拉杆构造措施对节点核心区整体性的影响规律,同时对单边螺栓的工作性能进行了分析研究.试验结果表明:单边螺栓具有良好的力学性能,工作性能安全可靠;方钢管混凝土柱设置约束拉杆能有效限制管壁变形,显著提高节点核心区整体性,减少破坏区域;圆钢管因为管壁稳定性较好,设置约束拉杆对改善节点力学性能效果不明显;穿芯螺栓节点核心区整体性最好;在弯剪加载条件下,单边螺栓节点表现出良好的转动能力.试验结果可供同类研究参考与比较.     

大直径焊钉连接件抗剪性能试验

为了解决部分情况下组合结构桥梁钢-混结合面焊钉布置过密的问题,通过直径22mm,25mm和30mm焊钉的抗剪承载性能模型试验比较分析了直径25mm和30mm大直径焊钉相对于直径22mm常规焊钉破坏模态、承载力、刚度和变形性能的差异,并对国内外桥梁规范中焊钉抗剪承载力设计式对于大直径焊钉的适用性进行了评估.研究结果表明,相对于直径22mm焊钉,直径25mm和30mm焊钉的抗剪承载力平均增大约14%和42%,抗剪刚度平均增大约35%和106%.《公路钢结构桥梁设计规范(送审稿)》、规范Eurocode 4和规范AASHTO LRFD中的抗剪承载力设计式均可较为保守地计算大直径焊钉的抗剪承载力,其中Eurocode 4最为保守.试验值与设计值的比值随焊钉直径的增加而减小.     

焊钉连接件抗拉承载力试验研究

为建立组合结构桥梁常用焊钉连接件的抗拉承载力计算方法,进行了高度分别为100、200、300和400mm的焊钉连接件抗拉承载性能模型试验,比较分析了高度对破坏模态、承载力和峰值分离的影响;基于国内外93个模型试验结果,比较分析了ACI 318-08、PCI 5th和CEB-ECCS等标准所建议抗拉承载力计算式与试验结果的吻合度;给出了防止焊钉拔出、边缘混凝土压裂和混凝土掀起等脆性破坏的限制条件;结合脆性破坏限制条件和延性破坏抗拉承载力计算式提出了焊钉连接件延性破坏抗拉承载力计算方法.研究结果表明:焊钉受拉延性破坏时的承载力和峰值分离约为脆性破坏时的1.5和5.8倍;ACI 318-08所建议计算式与试验结果吻合度较高;分别采用混凝土强度等级、焊钉缘端距离及焊钉高径比作为限制条件,能够防止焊钉受拉时发生脆性破坏;提出的焊钉连接件延性破坏抗拉承载力计算方法,可为焊钉连接件的延性设计提供参考.