微波消解-ICP-MS测定电镀污泥中的重金属

采用微波消解系统对某电镀污泥进行消解,利用ICP-MS对污泥中的重金属进行测定。称取制备后样品,置于消解罐中充分反应后,赶酸、定容后利用电感耦合等离子体质谱法进行测定。电镀污泥中的铬为18845.2mg/kg、镉为10.3mg/kg、镍为5200.0mg/kg、铅为189.7mg/kg、铜为3271.7mg/kg、锌为49632.6mg/kg。测定结果表明所检测项目工作曲线线性关系好,相关系数r均大于0.999。铬加标回收率在91.6～97.7%之间、镉加标回收率在92.0～97.0%之间、镍加标回收率在95.1～98.0%之间、铅加标回收率在94.3～95.2%之间、铜加标回收率在97.1～102%之间、锌加标回收率在96.3～98.7%之间,均满足相关测定要求。计算的潜在生态危害系数、潜在生态危害指数结果表明,电镀污泥中的铬、镉、铅、铜、锌为轻微生态危害,镍为强生态危害;潜在生态危害指数RI计算值为216.69,属于中等生态危害。     

吊车荷载作用下钢结构吊车梁的疲劳可靠寿命评估

从Miner累积损伤的定义出发，视累积损伤为随机过程，临界损伤为随机变量，基于疲劳动态可靠性理论，提出了在役钢结构吊车梁疲劳剩余寿命的可靠寿命评估法。之后与现行《钢结构检测评定与加固技术规程》(YB9257-96)中安全期限寿命评估法进行了分析比较，说明了安全寿命评估方法的概率意义。算例分析结果表明，本文提出的可靠寿命评估方法更加合理。     

泥石流风险及沟谷泥石流风险度评价

风险一词虽然已经广泛被科学家和经济学家所使用 ,但涉及到自然灾害的风险研究则还是 2 0世纪 80年代中后期的事。国内有关泥石流风险的探讨 ,更是 2 0世纪 90年代才初见端倪。国际上 ,泥石流风险评价至今仍然是前沿探索性领域和新兴的研究课题。基于联合国对自然灾害风险的定义及其定量表达 ,本文给出了泥石流“风险度 =危险度×易损度”这一数学命题的近似解。讨论了风险分级和不同风险等级的分布概率以及风险指南。以云南东川因民矿区黑山沟泥石流为例 ,对单沟泥石流风险度评价模型进行了示范应用     

基于实测荷载的铁路钢桁梁桥疲劳可靠性评估

为了对钢桁梁桥疲劳进行评估,引入可靠性理论,提出了基于实测荷载的桥梁疲劳可靠性评估方法。根据某铁路钢桁梁桥实测车辆荷载数据,建立了随机车辆荷载模型。并在考虑车辆荷载随机性的基础上,结合Monte-Carlo法与有限元,分析了钢桁梁桥构件疲劳应力谱,计算了构件疲劳可靠性随时间的变化,并探讨了车辆荷载及荷载效应变异性对构件疲劳可靠性的影响,最后采用β约界法与静力分析法对钢桁梁桥系统疲劳可靠性进行了研究。结果表明,基于随机车辆荷载的构件疲劳应力谱呈现单峰分布;构件疲劳可靠性随运营时间的增加而减小;车辆荷载的增长及荷载效应变异性的增加对构件疲劳可靠性影响较大,当车辆荷载增长率和等效应力变异系数分别增加到5%时,构件疲劳寿命大幅减小;β约界法结合静力分析法可快速确定钢桁梁桥失效模式,桥梁系统疲劳寿命小于构件疲劳寿命。总的来看,基于实测荷载的钢桁梁桥疲劳可靠性评估方法能有效地利用监测数据,对桥梁疲劳评估具有良好的适用性。     

A model for dependent default with hyperbolic attenuation effect and valuation of credit default swap

A hyperbolic function is introduced to reflect the attenuation effect of one firm's default to its partner.If two firms are competitors(copartners),the default inten- sity of one firm will decrease(increase)abruptly when the other firm defaults.As time goes on,the impact will decrease gradually until extinct.In this model,the joint distri- bution and marginal distributions of default times are derived by employing the change of measure,and the fair swap premium of a credit default swap(CDS)can be valued.     

青海哈那里滑坡稳定性研究

通过对哈那里滑坡工程地质勘察,查明了该滑坡由9个滑坡体共同组成,研究了各滑坡体的性质、特征和分类。在此基础上,按稳定性系数对哈那里滑坡稳定性进行了评价。     

大型结构分析程序系统单元库更新

阐述了大型结构分析程序系统单元库更新的概念及其意义，报告了装入ＡＰ－１程序系统单元库的精化四节点及八节点平面等参元的情况，给出了更新前、后单元通过考题库测试的结果及与其它程序系统结果的比较。数值结果表明通过更新单元来提高程序系统的分析精度与计算效率从而增强其竞争力是可行的。     

套管磨损三维表面形貌恢复及其机理分析

在DCWT-1000型套管摩擦磨损试验机上进行了套管摩擦磨损试验,研究深井、超深井中"冲击-滑动"复合磨损对套管磨损行为的影响,采用三维表面形貌测试仪、光学显微镜及扫描电子显微镜观察分析了在不同载荷条件下套管磨损表面的微观结构和表面形貌,在此基础上对套管磨损表面进行了三维恢复并计算套管磨损表面的主要形貌参数,探讨了套管磨损表面的磨损机理.结果表明:套管的磨损性能与载荷有关;在不同载荷条件下,套管磨损表面的三维形貌具有不同特点,且主要的表面形貌参数与载荷呈现出较好的相关性,证明了三维形貌分析方法能够真实反映套管磨损表面的情况;当冲击载荷和频率不大时,套管的磨损机制以磨粒磨损为主,兼有粘着磨损,随着冲击载荷和频率增加,套管磨损表面出现明显粘着剥落和疲劳剥落迹象,并出现疲劳裂纹扩展和连通,套管的磨损机制向粘着磨损和疲劳磨损转化,磨损趋向严重.     

Fatigue criteria for integrity assessment of long-span steel bridge with health monitoring

A structural health assessment (SHA) methodology is developed using data acquired from structural health monitoring (SHM) system installed on long-span bridges. A set of fatigue criteria has been proposed for pre-determining the global state of the bridge structure failure due to fatigue. This involves finding the threshold of fatigue initiation, below which the rate of fatigue damage may be undetectable under current technology or it is economically unfeasible. The state-of-art for large structures corresponds to the initiation of macro-cracks caused by the accumulation of damage generated by actual service loads for the case of bridges. In what follows, consideration is given to developing fatigue crack growth criterion based on the concept of the continuum damage mechanics (CDM). Fatigue accumulative is included in the model where a fatigue limit for multi-axial stress state is considered. The proposed criterion advocates the evolution of micro-crack growth up to the stage of macro-crack formulation. Considered are the loading histories that correspond to normal traffic loading for highways and railways, incidental or accident loadings such as those caused by typhoons and effective environmental loadings. The potential sites of damage are determined are discussed. The proposed criterion is applied to analyze the fatigue damage of the Tsing Ma Bridge with online strain history data acquired by the SHM system that is permanently installed in the bridge.     

Defect assessment procedure based on ductile tearing process

Strain hardening, crack growth resistance and nonuniform load distribution have significant effects on the ductile tearing process. A defect assessment procedure incorporating with the above features is proposed in the present paper, with the final appearance of “design curves” to facilitate engineering applications.