考虑谐波耦合特性的LCC-HVDC换流站小信号建模

谐波间的耦合作用关系着系统的动态稳定性能,为在对电网换相换流器高压直流输电(line commutated converter high voltage direct current,LCC-HVDC)系统数学建模时考虑该动态耦合过程,提出了基于12脉波换流器的开关函数理论与指数傅里叶级数相结合的LCC-HVDC小信号谐波状态空间(harmonic state space,HSS)建模方法。该建模方法不仅考虑了谐波的相互耦合作用,具有较高建模精度,同时也揭示了换流站处于不同运行模式下,交/直流侧谐波通过换流站传递到直/交流侧的动态耦合机理。最后,通过PSCAD电磁暂态仿真结果与小信号模型计算结果的对比,验证了文中提出的LCC-HVDC系统小信号HSS模型的有效性及内部谐波动态分析的正确性。该研究结果还为系统稳定性评估与参数优化奠定基础。     

The Effect of Intensity Pulsed Ion Beam Irradiation on Wear Resistance of High-speed Steel

INTENSITY pulsed ion beam(IPIB)technology hasbeen developed over the last two decades primarily fornuclear fusion and high-energy density physicsresearch,which is also named as high-intensity pulsedion beam technology(HPIB)and becomes a newmodification technique of materials surface such as inthe fields of metal materials modification,functionalfilms and nano-powder synthesis[1-5].Directdeposition of a beam into a solid surface results in arapid melt and resolidification with heating and…     

高速钢复合轧辊研究的进展

高速钢用作轧辊材料使冷﹑热带钢工作辊寿命得到大幅度提高.介绍了几种高速钢复合轧辊的制造方法,并对各种制造方法的特点进行了分析.认为高速钢复合轧辊今后研究应以高速钢的成分设计﹑生产工艺和设备的改进及优化复合界面结构为重点.     

高钒高速钢碳化钒形态的数值化分析

针对碳化钒的不同形态,设计出定量分析软件,并利用形状因子K,实现了高钒高速钢不同碳化物形态数值化处理,当K介于0.785～1.000之间碳化钒形态为团球状;K≤0.223,碳化钒呈开花状.高钒高速钢当碳含量达到4.2%时,K为0.86和当量直径D为0.78μm,碳化物呈团球状均匀分布.     

基坑开挖引起的周边土体三维位移场的简化分析

虽然不少经验方法可以用来计算基坑开挖引起的地表沉降以及围护墙水平位移,但是目前基坑开挖引起的地表以下土体位移场的预测缺乏简单的计算方法,而主要依赖于有限单元法。有限元分析中如何选用合理的参数来准确计算开挖引起的土体位移一直是个难题。在有限单元法的基础上,考虑土体小应变特性,基于芝加哥地区实际基坑工程的实测数据,通过反分析方法确定了能够准确计算基坑开挖引起的土体位移的合理计算参数。利用这些参数较为准确地计算了基坑开挖引起的土体位移,总结了基坑周边土体三维位移场的衰减规律,并由统一表达式来表示,同时结合围护墙水平变形与墙后地表沉降的经验公式,通过二次拟合提出了基坑周边土体三维位移场的简化计算方法。通过与有限元计算结果以及实测结果的对比,验证了该方法的合理性。     

深冷与钝化处理对高速钢丝锥使用寿命的影响

以M2高速钢丝锥为研究对象,运用深冷技术和电解强化技术对丝锥进行处理。探究深冷加钝化、深冷、钝化和未处理四种工艺下,丝锥在速度为240、320、380r/min时的使用寿命,试验发现经过深冷与钝化双重处理的丝锥比未处理的丝锥使用寿命提高3倍以上,只经过深冷处理的丝锥可提高1.5-3倍;攻丝速度对只钝化处理的丝锥影响较大,速度越高钝化效果越不明显。对微观形貌进行分析后发现二次弥散型碳化物的出现和刃口型式的改变是提高丝锥使用寿命的主要原因。     

管廊隧道开挖对上覆在建深基坑影响的三维有限元分析

以沈阳某盾构法综合管廊隧道下穿在建盖挖顺做法基坑为工程实例,在对工程实测数据进行分析基础上,利用小应变硬化本构模型进行三维有限元数值模拟研究,分析了盾构隧道下穿在建基坑引发的围护结构位移、水平支撑变形和基坑内既有结构变形。研究表明,利用小应变硬化本构模型可对盾构隧道下穿在建基坑问题进行较好的模拟;盾构隧道下穿基坑将引发围护结构顶部产生差异沉降;基坑内已施工完成的结构和水平支撑将发生"两边沉降大,中间沉降小"的上凸型变形;合理设计的立柱可有效控制盾构下穿引发的水平支撑沉降。     

基于热-力耦合和变摩擦因数的高强钢冷冲压成形性

测定了DP780高强度双相钢在不同温度下的摩擦因数,建立了变摩擦因数模型,研究了热-力耦合和变摩擦因数对室温冷成形的影响。结果显示,热变组仿真分析 部分区域温度明显升高,相比参照组相同区域,板料减薄程度更小,不易开裂,表现出更好的延展性。从回弹偏移量看,热变组的值比冲压实验测量值偏小,而参照组的值偏大,且相比冲压实验测量值的误差,热变组仅为参照组的27.8%,与冲压实验符合度更好。     

珠钢热轧机高速钢轧辊应用技术开发

指出了热轧机使用高Cr轧辊存在的问题，阐述了高速钢轧辊的特点。根据高比例薄规格热轧板生产的需求，研究并开发了高速钢轧辊的使用技术，取得了较好的成效。     

Seismic testing and numerical analysis of Y‐shaped eccentrically braced frame made of high‐strength steel

In eccentrically braced frame made of high‐strength steel (HSS‐EBF), link and brace are made from conventional steel whereas other structural members use high‐strength steel. Using HSS for beams and columns in EBF can reduce steel consumption and increase economic efficiency. In this paper, one shake table test of a 1:2 scaled three‐story Y‐shaped HSS‐EBF (Y‐HSS‐EBF) specimen was carried out to study its seismic behavior underground motions with different peak ground accelerations. The dynamic properties, base shear force, displacement, and strain responses of the specimen were obtained from this test. In addition, the finite element models of two 10‐story Y‐HSS‐EBF buildings and one 10‐story conventional Y‐EBF building were evaluated for seismic effects. Nonlinear pushover and dynamic analyses were conducted to compare their seismic performance and economy. The results indicated that the specimen exhibited sufficient lateral stiffness and safety but suffered some localized damages. During the high seismic intensity earthquakes, the links of the test specimen were in inelastic to dissipate the earthquake energy, whereas other structural members remained in the elastic state. Under the same design conditions, Y‐HSS‐EBF used less steel than that of conventional Y‐EBF, which could reduce the amount of steel used in Y‐HSS‐EBF. The Y‐HSS‐EBF is a safe, dual system with reliable seismic performance.