涂层与阴极保护下的管道外腐蚀研究与控制

长期以来 ,一直认为管道在涂层和阴极保护协同保护下不会产生外壁腐蚀或腐蚀轻微。应用第三代高精度智能清管检测器对榕山—佛荫长为 2 5 4km的管线进行检测 ,发现了 455处外壁腐蚀 ,研究结果表明 :管道建设时 ,涂层施工的质量较差 ;使用维护过程中涂层材料老化严重、失修 ;管线上阴极保护系统长期故障使管道欠保护 ;执行了有严重缺陷的行业标准 ,至今不知管线上监测到的保护电位距真实的极化电位的差距有多大 ;管线的阴极保护度数据难以采集到。针对上述问题提出了控制腐蚀的方法。     

屈服假塑性流体管流流动及传热规律研究

结合屈服假塑性流体的本构方程、管流力平衡关系式以及非牛顿流体的能量方程，得出了屈服假塑性流体管流速度分布及温度分布。研究结果表明：由于屈服应力的作用，管中心存在柱塞流动，柱塞的半径与屈服应力成正比，与压力梯度成反比；管流流量随屈服应力的增大而减小；柱塞内温度一致，从柱塞边界到管壁，温度逐渐减小，而且越靠近管壁，温降梯度越大。     

弯管设计计算分析及研究

系统讨论了工程上影响弯管壁厚的因素 ,并在此基础上对工程上弯管设计计算的公式进行了推导、简化归纳 ,列出了计算公式中各参数的确定方法 ;最后通过实例对所推公式与工程上弯管计算公式进行了对比分析。     

计算管路摩擦因数的便捷方法

针对摩擦因数计算的现状与存在的问题 ,提出了采用MicrosoftExcel 2 0 0 0计算摩擦因数的方法。和传统的利用莫迪图或计算机编程的方法相比 ,Excel法计算可以省去查图的麻烦和繁杂的编程过程 ,提高了工作效率和计算精度。     

某钢管混凝土系杆拱桥静荷载试验

某主跨52m的钢管混凝土系杆拱桥,建成后因外观质量较差而进行了现场实桥承载能力静荷载试验,利用3辆型号相同的集装箱卡车,测试该桥跨中和4分点处的荷载横向分布系数、各控制截面主要测点的应变影响线以及在基本荷载作用下各控制截面主要测点的应变、挠度等。本文简要介绍了该桥的静荷载试验的全过程,并对测试结果进行了整理分析。     

大跨度钢管混凝土窄拱桥的设计实践探索

以大连理工大学桥梁工程研究所近年来设计的钢管混凝土拱桥为工程背景,介绍了在大跨度窄桥设计、施工中所采用到的一些新的设计方法,对大跨度钢管混凝土窄拱桥的关键技术问题、尤其是拱桥稳定性问题进行了深入地研究分析,结论表明单片桁架式钢管混凝土拱桥在大跨度窄桥中应用是合理的,并且具有一定的优越性。     

钢桥面热塑性沥青混合料铺装车辙预估方法

钢桥面热塑性沥青混合料铺装车辙病害主要是铺装层抵抗剪切变形或塑性流动能力不足引起的,而铺装层混合料的初期压密只会增加车辙量而不足以形成车辙破坏。本文利用通用有限元ANSYS软件提供的蠕变模型和层-应变法,提出了钢桥面热塑性沥青混合料铺装车辙预估方法,并研究了车辙预估模型中参数的确定方法。实例分析表明,本文提出的钢桥面热塑性沥青混合料铺装车辙预估方法是可行的。     

Dynamic loading history and collapse analysis of the pipe during deepwater S-lay operation

In the deepwater S-lay operations depending on the required stinger radius and rollers configuration, relatively large plastic deformation is induced when the pipe passes over the stinger, under the combined loadings of bending, axial tension, roller reaction force and the pipelay vessel motion. The resulting plastic deformation does not vanish after the pipe leaves the stinger. It accumulates until the pipe reaches the seabed. The inherited residual deformation might reduce the collapse capacity of the pipe under the external pressure loading. The present paper investigates the dynamic loading history of the pipe during the S-lay operation based on a test-verified finite element model, and then calculates the residual plastic deformation of the pipe cross-section after the pipe reaches the seabed. Finally, the nonlinear collapse analysis is implemented based on the modified RIKS method to evaluate the capacity of the installation-induced deformed pipe. The results confirm that the deepwater S-lay operation will lead to obvious plastic deformation of the pipe, which decreases the pipe collapse capacity to some extent.     

基于NAPA Steel的船体结构参数化建模研究

将参数化技术应用到设计领域,从而提高设计效率.在船舶设计领域,由于产品的复杂性,参数化设计的研究有较大的难度,通常是依托相应的专业软件为平台来进行研究的.文中借助NAPA Steel为软件平台,进行了三维船体结构参数化设计的研究,通过参数优化可大大提高船体结构的设计效率.     

Comparative Analysis of Calculation Methods for Jacking Force of Jacking Pipes北大核心CSCD

Jacking force is the most important parameter in jacking pipe engineering, and reasonable calculation of jacking forces plays an important role in safe and smooth pipe jacking construction. There are many calculation methods for pipe jacking force at present, and the calculation results may be affected to some extent by different cal⁃ culation methods. For this reason, calculation methods of jacking force (frictional resistance) were collected and a comparative analysis was conducted with aspects to the advantages, disadvantages and applicabilities. The results show that as for the jacking force calculated by empirical formulae, the soil layer classifications corresponding to giv⁃ en frictional force per unit area and relevant factors to be considered are different, and the values of frictional force per unit area between pipe and soil in the same soil layer are also different; as for the jacking force calculated by theo⁃ retical formulae, the calculation methods for vertical earth pressure at crown are different and much effected by the pipe buried depth; as for the jacking force calculated by numerical simulation, the selected theories for the simula⁃ tion program and the construction factors to be considered during simulation are different. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.