钢质管道挤压变形过程数值模拟

基于对钢质输油管道挤压变形原理的分析,建立上下刀具加载作用下钢质输油管道挤压变形模型,采用扩展拉格朗日方法求解三维接触挤压问题,完成20号无缝钢挤压变形过程的数值模拟。将模拟试验数据与前人实际试验数据进行对比与验证,模拟结果与实际试验结果吻合。该模型可以用于模拟不同规格管道挤压变形情况,得到管道挤压变形的位移、载荷和应力分布规律,为管道应急抢修提供理论和实践依据。     

Production and transport logistics scheduling with two transport mode choices

This paper considers a new class of scheduling problems arising in logistics systems in which two different transportation modes are available at the stage of product delivery. The mode with the shorter transportation time charges a higher cost. Each job ordered by the customer is first processed in the manufacturing facility and then transported to the customer. There is a due date for each job to arrive to the customer. Our approach integrates the machine scheduling problem in the manufacturing stage with the transportation mode selection problem in the delivery stage to achieve the global maximum benefit. In addition to studying the NP‐hard special case in which no tardy job is allowed, we consider in detail the problem when minimizing the sum of the total transportation cost and the total weighted tardiness cost is the objective. We provide a branch and bound algorithm with two different lower bounds. The effectiveness of the two lower bounds is discussed and compared. We also provide a mathematical model that is solvable by CPLEX. Computational results show that our branch and bound algorithm is more efficient than CPLEX. © 2005 Wiley Periodicals, Inc. Naval Research Logistics, 2005     

管线最大通过能力求解方法研究

长输管线的密闭输送方式采取"泵到泵"接力运行,全线是一个统一的整体, 对管线最大通过能力的计算,要考虑前后泵站间的相互影响,进行迭代计算。针对长输管线 最大通过能力的两种求解方式:迭代法,通过逐步校核,调整计算结果的大小,使其逐步逼近 最终计算结果;分段计算法,分步校核,逐步搜寻全线"瓶颈"段,得到"瓶颈"段的通过能力, 即为全线最大通过能力。分别建立了数学模型,并基于Visual Basic 6.0编程,进行迭代运 算,得到了相应计算结果,对两种方法的理论方法、程序编写、计算结果进行了比较,用于指 导管线计算方法的选择。     

格拉管线风险评估方法研究

分析了油气管道风险评估技术在国内外的研究和应用情况,针对格拉管线的技术性能和铺设环境现状,认为处于冻土带和地震高烈度带的管线具有较大的风险,并提出了相应的评估方法。对于穿越冻土管道,提出了定性法和有限元法的两级评估体系;对于穿越地震区的管段,分别从一般场地管道、穿越河流管道、跨越河流管道、穿越断层管道等四部分介绍了评估方法。相应的技术和方法可以用来指导管线的风险评估,以保证其安全、可靠运行。     

应用于流水时序调度的归一化定时数据流图理论

流水时序调度是专用数字信号处理器高层综合中的一个困难而急待解决的问题 ,文中提出了一种有着鲜明物理意义的归一化定时数据流图 ,基于节点移动研究了合法流水调度变换的内部机理 ,从而证明从任一合法的初始流水调度出发 ,通过合法的节点移动可以搜索到设计空间中任何一个合法的流水调度。一个合法、完备的变换集 ,为寻优搜索的算法应用于流水调度解决了理论和算法实现问题。文中还给出了一些实验结果。     

热边界层流动中管道的热损失

在高粘液体管道输送中,利用热边界层减阻需确定热流量的计算。热边界层流动中管道的各种热损失是总热流量的一部分。热损失有管内、管外及保温层三种形式。管外热损失是向周围的空气散发的,通过对流的形式发生。管内的热损失是导热或对流。保温层的热损失主要是导热。利用热边界层理论的成果,给出了各种传热系数和管道热损失的计算公式,并给出了多个计算实例。     

Modeling and analysis of vessel casualties resulting from tanker traffic through narrow waterways

In this paper, we present a physics-based stochastic model to investigate vessel casualties resulting from tanker traffic through a narrow waterway. A state-space model is developed to represent the waterway and the location of vessels at a given time. We first determine the distribution of surface current at a given location of the waterway depending on channel geometry, bottom topography, boundary conditions, and the distribution of wind. Then we determine the distribution of the angular drift for a given vessel travelling at a given location of a waterway. Finally, we incorporate the drift probabilities and random arrival of vessels into a Markov chain model. By analyzing the time-dependent and the steady-state probabilities of the Markov chain, we obtain risk measures such as the probability of casualty at a given location and also the expected number of casualties for a given number of vessels arriving per unit time. Analysis of the Markovian model also yields an analytical result that shows that the expected number of casualties is proportional to square of the tanker arrival rate. We present our methodology on an experimental model of a hypothetical narrow waterway. © 1999 John Wiley & Sons, Inc. Naval Reseach Logistics 46: 871–892, 1999     

向量巨型机高效程序设计技术

本文着重研究适应向量巨型机体系结构的高效程序设计技术。围绕减少指令流水线阻塞,提高多功能部件并行度,数据调度与局部化技术三个方面进行了深入的讨论,给出了一系列设计高效程序的方法和技巧。     

火场战斗力量转移的优化设计

在一些特殊火灾扑救中，如何在总战斗力量一定的情况下从中抽调部分力量去处置新的灾害事故，这就涉及到一个战斗力量转移的优化配置问题。探讨建立了消防力量优化配置的模型，同时试运用运输模型来求解得出优化配置方案。     

悬空管道固有频率的计算

在地质灾害作用下，输油管道下方的土层下陷或流失会造成管道悬空。当悬空管道发生弯曲变形时，两端埋地管道要对悬空管道产生影响。利用埋设段和悬空管道的受力平衡条件联立求解出两段管道的弯曲变形，并且讨论了不同土壤刚度和管道轴向力条件下悬空管道振动的固有频率，并和工程上推荐使用的简支梁和两端固支梁的静动态特性进行比较。管道大幅振动或共振是管道破坏的重要原因，准确计算悬空管道的固有频率，对悬空管道的静力分析、振动分析以及输油管道的完整性评价都有非常重要的意义。