复合遮弹层性能的模糊综合评判分析

本文应用模糊变换原理及最大隶属度原则建立了模糊综合评判模型 ,在考虑遮弹层设计厚度、经济造价、施工难易程度三个重要因素的基础上 ,对各类遮弹结构的综合性能进行了评价分析 ,分析表明 :偏航板 3%含量的钢纤维混凝土及偏航板 HHSC性能最优。但是 ,对于一些特殊情况 ,如不考虑遮弹层厚度 ,仅以工程造价为唯一控制指标 ,即以混凝土显然是最佳选择。总之 ,针对具体的工程背景 ,可以利用本文的数学模型对各类遮弹层结构进行综合评价 ,从中选择最优     

纳米硬质合金粉的桥接团粒对粉末成形影响

采用汞压仪和AMT-2400孔径分析仪,研究纳米硬质合金粉末"桥接"团粒对粉末及其压坯中孔隙体积分布曲线的影响.用沉降分离、高能剪切粉碎、(BET)比表面分析和扫描电镜观察等手段研究了桥接团粒在分离和破碎过程中,相对松装密度和比表面积的变化及高能破碎对粉末成形致密化的影响.结果表明"桥接"团粒会造成不同的孔隙体积分布高峰,高能破碎使粉末的相对松装密度成倍增加,并可使压坯的密度大幅度增加.     

弹性基础上预应力中厚矩形板的横向振动

基于Reddy高阶剪切板理论，研究预加均匀温度场和面内机械荷载作用下，双参数弹性基础上各同同性中厚矩形板的振动特性，给出了确定板振动频率的半解析数值方法，通过算例考察了温度变化，面内荷载、基础刚度参数、边界条件、横向剪切变形等对板振动特性的影响，结果表明，温度升高与预加面内压力将使板的自振频率下降，而增加基础刚度和预加面内拉力则有助于提高板的自振频率。     

群桩基础的剪切位移法分析

提出分析群桩基础的剪切位移法：设定桩身位移方程为含有未知量的有限级数，利用桩顶、桩端的边界条件求解各未知量，从而得到桩身位移及桩周土位移。通过算例和实例的计算结果可证明该方法的正确性。     

冲切破坏理论在浅埋溶洞顶板的利用探讨

研究冲切破坏理论在浅埋溶洞顶板的利用，对已有的经验和理论公式进行完善和修正，使得在基础设计和地勘工作中对溶洞顶板的取舍和利用程度的判断更为准确客观。     

40Ar-39Ar ages of the Louzidian-Dachengzi ductile shear zone near Chifeng, Inner Mongolia and their tectonic significance

The Louzidian normal fault occurs as the eastern detachment fault of the Kalaqin metamorphic core complex. Field observations and microstructural analyses reveal that the Louzidian-Dachengzi ductile shear zone developed in its lower-plate was genetically related to sinistral strike-slips and extensional faulting. Two samples from this ductile shear zone yield ⁴⁰Ar-³⁹Ar plateau ages of 133 Ma (Bi) and 126 Ma (Kp), which are concordant with their isochron ages. The plateau age of 133 Ma (Bi) records the formation age of the ductile shear zone. The inconsistent relationship between the earlier strike-slip ductile shear zone and the later normal fault makes the Kalaqin Quasi-metamorphic core complex distinctive from Cordilleran metamorphic core complex. These ages provide important geochronological data for putting constraints on the formation age and genesis of such ductile shear zones.     

40Ar-39Ar thermochronology of two ductile shear zones from Yiwulüshan, West Liaoning Region: Age constraints on the Mesozoic tectonic events

Two ductile shear zones trending EW and NNE respectively not only controlled the tectonic framework of the northern North China, but also constrained the geodynamic background for gold mineralization in this region. Field observations and microstructural analyses reveal that the EW trending ductile shear zones are mainly contributed to dextral compressional deformation resulting from top-to-the-southeast oblique thrust shearing, whereas the NNE trending ones are genetically related to sinistral strike-slip and extensional faulting. One sample from the former yielded an ⁴⁰Ar–³⁹Ar plateau age of (219± 4) Ma (Bi) and two samples from the latter gave ⁴⁰Ar–³⁹Ar plateau ages of (116± 2) Ma (Bi) and (127±3) Ma (Bi). These ages provide constraints on the top-to-the-southeast oblique thrusting event occurring in Late Triassic and the sinistral extensional and strike-slip faulting event which occurred in Early Cretaceous.     

40Ar-39Ar thermochronology of two ductile shear zones from Yiwulüshan, West Liaoning Region: Age constraints on the Mesozoic tectonic events

Two ductile shear zones trending EW and NNE respectively not only controlled the tectonic framework of the northern North China, but also constrained the geodynamic background for gold mineralization in this region. Field observations and microstructural analyses reveal that the EW trending ductile shear zones are mainly contributed to dextral compressional deformation resulting from top-to- the-southeast oblique thrust shearing, whereas the NNE trending ones are genetically related to sinistral strike-slip and extensional faulting. One sample from the former yielded an 40Ar-39Ar plateau age of (219±4) Ma (Bi) and two samples from the latter gave 40Ar-39Ar plateau ages of (116±2) Ma (Bi) and (127±3) Ma (Bi). These ages provide constraints on the top-to-the-southeast oblique thrusting event occurring in Late Triassic and the sinistral extensional and strike-slip faulting event which occurred in Early Cretaceous.     

玻璃纤维增强塑料加固砼梁的抗剪试验

通过对15根玻璃增强塑料（GFRP）片材加固混凝土梁的抗剪试验，研究GFRP片材的形状、加固方式、加固率、以及梁的剪跨比对加固梁抗剪承载力和破坏模式的影响。文中采用拱形桁架模型解释GFRP加固梁的剪切破坏机理，提出GFRP片材加固钢筋混凝土梁的抗剪承载力的计算公式。     

考虑剪切的变厚度圆板及环形板的弯曲问题

根据E.Reissner平板理论,考虑横向剪切变形的影响,推导出在集中载荷下变厚度圆板和均布载荷下变厚度圆环板的弯曲方程。应用摄动法,求出了四级解析解。计算简便,精确度高。