蒸发时间对两级凝胶法制备的聚醚砜膜结构和性能的影响

主要探讨了蒸发时间对用两级凝胶法(dual—bath coagulation method)所制得的聚醚砜(PES)超滤膜的性能和结构的影响．结果表明，随着蒸发时间的延长，水通量先减小后增大；肌肝和尿素去除率均是先升高而后降低，然后再升高的趋势；膜的孔隙率上升，平均孔径下降．在蒸发时间为10s时，肌肝和尿素去除率最高，且水通量适中，是血液净化用聚醚砜膜的最佳成形条件．     

会展建筑中的大空间排烟系统分析

通过对会展建筑中的大空间展厅的火灾情形、排烟量及排烟方式的分析,得出了一个适合此类建筑的排烟系统设计的经济合理的参考方案.     

钴溶液除铁的工艺改进

对钴渣溶解后液原使用的中和法除铁的情况和采用黄钠铁矾法除铁后的现状进行了对比分析，介绍了采用黄钠铁矾法除铁后，金属回收率、辅材消耗量等项指标有明显改善，提高了经济效益。     

水与可持续发展

论述了水在可持续发展中的地位。当今存在的4大水问题，评估了未来的水形势，提出了解决水问题的途径。     

Compomer的摩擦磨损特性

采用Compoglass，F2000，Elan，Dyract AP4种牙科用复合体材料(Compomer)，对其玻璃颗粒含量和表面硬度进行了测量，并在球一盘往复摩擦磨损试验机上考察了它们的摩擦磨损特性。结果表明：F2000的摩擦系数最高，Elan的摩擦系数次之，Compoglass和DyractAP的摩擦系数分别为第三和第四．摩擦系数随玻璃颗粒含量的增加而增加．在同样试验条件下，低摩擦系数的DyractAP和Compoglass与高摩擦系数的F2000和Elan相比具有较好的耐磨性．磨损机理主要表现为由玻璃颗粒脆性断裂引起的玻璃颗粒脱落和磨粒磨损。     

渐开线齿轮点蚀位置的确定及其计算综合曲率半径的误差修正

依据赫兹强度理论 ,指出一对标准渐开线直齿齿轮啮合时 ,最大接触应力位于齿轮单啮合区靠近小齿轮处单双啮合区的分界线上。小齿轮点蚀发生在分度圆与齿根圆之间 ,大齿轮点蚀发生在分度圆与齿顶圆之间。并列举实例 ,证明目前传统设计方法计算点蚀处齿轮综合曲率半径误差较大 ,绘制出精确计算值与传统计算值的比值曲线 ,并给出结论 :传统设计方法得到的结果不安全 ,有误差 ;误差与齿轮模数无关 ,误差随着小齿轮齿数的增加渐小 ,误差随着齿轮齿数比的增大先渐大后渐小     

串行通讯中的波特率设置和误差分析

波特率设置的误差是串行通讯中一个非常重要的参数。本文作者首先介绍了MCS 51单片机串行通讯中波特率的设置方法,然后分析了波特率的误差来源,并着重介绍了几种波特率误差的消除方法。     

Generalized Deformation Curve for High-Strength Steel over a Wide Range of Strain Rates

Test results for different high-strength steel specimens in static and impact tension and compression over a wide range of strain rates were summarized. These data were used to calculate the generalized deformation curve. The calculations based on this curve were compared with the experimental data on impact indentation with the conical indenter to evaluate the applicability of this method for studying the behavior of metals at high strain rates.     

低合金含铬钢中稳定铬成分的工艺优化

针对低合金含铬钢中Cr成分不稳、回收率较低的状况，从温度制度、终点控制、助熔方法、转炉操作等方面采取了一系列措施进行工艺优化，使钢中铬的回收率从66．30％提高到90．65％，含铬钢的熔炼成分合格率达到98．49％，提高了钢板质量，使济钢生产的低合金含铬钢的各项性能等技术指标全部达到标准要求。     

Identification and Validation of a Discrete Element Model for Concrete

The use of a three-dimensional discrete element method (DEM) is proposed to study concrete structures submitted to dynamic loading. The aim of this paper is to validate the model first in the quasistatic domain, and second in dynamic compression, at the sample scale. A particular growing technique is used to set a densely packed assembly of arbitrarily sized spherical particles interacting together, representing concrete. An important difference from classical DEMs where only contact interactions are considered, is the use of an interaction range. First, the correct identification of parameters of the DEM model to simulate elastic and nonlinear deformation including damage and rupture is made through quasistatic uniaxial compression and tension tests. The influence of the packing is shown. The model produces a quantitative match of strength and deformation characteristics of concrete in terms of Young’s modulus, Poisson’s coefficient, and compressive and tensile strengths. Then, its validity is extended through dynamic tests. The simulations exhibit complex macroscopic behaviors of concrete, such as strain softening, fractures that arise from extensive microcracking throughout the assembly, and strain rate dependency.