盾构施工中隧道地层位移与土压力研究

分析了盾构壁后注浆体固化过程的力学性质,阐述了有限元分析法模拟盾尾注浆体的处理方法,对有限元分析法结果进行了分析。     

A New Strategy for Preparation of NiAl Bronze/Zn Composite by Friction Stir Processing

In this work, we successfully prepared a NAB/Zn composite using Zn wires by friction stir processing (FSP). During FSP, Zn-containing α matrix and (Fe, Ni)Al phases and nano α and CuZn grains with the size of less than 10 nm are formed on the top surface. The average microhardness of the composite is increased by 15 pct compared with the alloy without Zn, which originates from fine grains, CuZn particles strengthening, and more β′ phase.

     

Plastic Deformation Resistance of Steel Grades EP450-Sh and EP823-Sh in Hot and Cold State

Metallurgist - The article presents the results of plastometric studies on hot deformation and studies on the hardening curves in cold deformation of EP450-Sh (12H12M1BFR-Sh) and EP823-Sh...     

数据融合技术在变压器状态评估中的应用

电力变压器是电力系统及变电站的最至关重要的设备之一。对电力系统进行运行维护时,监测并预报变压器运行状态并且能够有效地监测并判断变压器的故障情况具有非常现实的意义。基于设备状态信息融合技术,分析了D-S证据理论的基本原理、组合规则和决策过程。通过具体的实例论述了诊断方法的具体可行性,比较了单一诊断方法(只经神经网络判断的结果)与信息融合技术的正确率,并指出信息融合技术的发展优势和可实现性。     

Ensuring Strength in Laser Welds Made Using the Dispersion-Hardened EP693 Nickel Alloy

Russian Journal of Non-Ferrous Metals - The process of making a weld using the heat-resistant EP693 alloy (Ni–Cr–W–Co–Co–Mo system) to make assemblies and components...     

海水管道系统用大口径S32750超级双相不锈钢焊接管道制造研究

介绍了某核电厂海水管道系统用S32750焊接管道的制造方法,采用等离子弧焊并添加填充金属制造Φ610 mm×6.35 mm管道,可以实现单道次单面焊、双面成型,焊缝质量稳定,提高了生产效率.在不经热处理的情况下,管材的各项性能(拉伸、弯曲、硬度、耐腐蚀等)均能满足标准及一般工况要求,可以避免管材因不恰当的热处理带来的一系列问题.     

Using XFEM to model the effect of different axial compression on the hysteretic behaviour of the flexure‐dominant RC columns

The axial compression ratio has a significant effect on the strength and ductility of reinforced concrete (RC) columns subjected to seismic loads. However, limited numerical models have been found to be able to consider the effect of axial compression ratio in mesoscopic scale. To achieve a sound understanding of the hysteretic mechanism of RC columns with different axial compression ratios, a novel modelling method was developed by employing the following techniques: (a) the extended finite element method for modelling crack initiating and propagating in concrete; (b) the contact algorithm for modelling the crack closure; and (c) the Cartesian type “connector” for modelling the interaction between concrete and steel bars. The effectiveness of the proposed model was validated in macroscopic scale by the results of a previous experimental study. Further analysis indicates that the axial compression ratio controls the axial deformations of RC columns, thus leads to different performances of concrete and steel under seismic loads. Based on the individual flexural contributions of the concrete and the steel bars, the effect of the axial compression ratio and the pinching effect is explained in a finer scale. The analytical results shed some light on the seismic mechanism of RC columns with different axial compression ratios.     

Simplified Calculation Methods for Static Behaviors of Triple-Tower Suspension Bridges and Parametric Study

International Journal of Steel Structures - In this paper, simplified formulas to determine the static behaviors of triple-tower suspension bridges were derived, including the formulas for the...     

A framework of critical resource chain for project schedule analysis

Analysing a schedule is beneficial to help stakeholders understand the scheduled project. Project schedules, which create time plans based on the critical path method (CPM) or on resource‐constrained project scheduling problem (RCPSP) optimization, are targets herein. The Theory of Constraints (TOC) treats a schedule as a system. Schedule elements are suspected constraints and a goal depends on the schedule creation policy. Resource information is further surveyed herein to identify true constraints. A framework is proposed to integrate identified constraints on a schedule, and the critical resource chain concept is introduced. Three scenarios illustrate the proposed framework under different scheduling considerations. Results explain schedule constraints, and several schedule analysis issues are discussed.