Product Development of High Strength and Toughness Spring Flat Steel

With the continuous development of mechanical industry,higher requirements are put forward for the comprehensive properties of spring steel.The chemical composition and production process of spring flat steel are designed to meet the requirements of high strength and high toughness of spring flat steel,through the test,the product surface quality and internal quality all meet the national standards,the performance indicators to meet user requirements.

Investigation on the temperature distribution and strength of flat steel ribbon wound cryogenic high-pressure vessel

By analyzing heat transfer on the wall of fiat steel ribbon wound vessel （FSRWV）, a numerical model of temperature distribution on the entire wall （including inner core wall, flat steel ribbons, outside cylinder of jacket and insulating layer） was established by the authors. With the model, the temperature distribution and the length change in the vessel walls and flat steel ribbons in low temperature are calculated and analyzed. The results show that the flat steel ribbon wound cryogenic high-pressure vessel is simpler in structure, safer and easier to manufacture than those of conventional ones.

Numerical Simulation of Continuous Tension Leveling Process of Thin Strip Steel and Its Application

Cold-rolled thin strip steel of high flatness quality undergoes multistage deformation during tension leveling. Thus, the parameters of set-up and manipulating are more difficult. With the aid of FE code MSC. MARC, the tension leveling process of thin strip steel was numerically simulated. Concentrating on the influence of the roll intermeshes in 2# anti-cambering on the distribution and magnitude of residual stresses in leveled strip steel, several experiments were clone with the tension leveler based on the results from the simulation. It was found from the simulation that the magnitude of longitudinal residual stresses in the cross-section of the leveled strip steel regularly presents obvious interdependence with the roll intermeshes in 2# anti-cambering. In addition, there is a steady zone as the longitudinal residual stresses of the surface layers in leveled strip steel vary with the roll intermeshes of 2# anticambering, which is of importance in the manipulation of tension levelers. It was also found that the distribution of strains and stresses across the width of strip steel is uneven during leveling or after removing the tension loaded upon the strip, from which it was found that 3D simulation could not be replaced by 2D analysis because 2D analysis in this case cannot represent the physical behavior of strip steel deformation during tension leveling.

Research on reasonable winding angle of ribbons of Flat Steel Ribbon Wound Pressure Vessel

Flat Steel Ribbon Wound Pressure Vessels (FSRWPVs) are used in many important industry areas. There is no such kind of pressure vessel exploding on operation for its reasonable structure design. Many explosion experiments on Flat Steel Ribbon Wound Pressure Vessel showed that their limited load pressure is related to the winding angle of the steel ribbons. FSRWPVs with reasonable winding angle have better security and lower cost. Reasonable angels given at the end of this paper facilitate engineering design.

Industrial trial of strip-casting weathering steel

Baostrip has chosen a steel-grade weathering steel for industrial trial. By carefully designing the composition and manufacturing process,qualified weathering-steel products have been successfully produced on the Ningbosteel-Baosteel strip casting industrialization demo project( NBS) production line. The industrialized practice of Baostrip shows the following: The surface microstructure of weathering-steel products is polygonal ferrite +pearlite,and that of the center is acicular ferrite. After single-stand on-line hot rolling at a 26% low pressure rate,the thickness tolerance ratio controlled within ± 25 μm reaches 99. 6%. The surface convexity and the wedge can be controlled to | C40 |< 50 μm and | W40 |< 30 μm,respectively. The mechanical properties of the strip are superior,exhibiting a yield strength range of( 430 ± 50) MPa,a tensile strength range of( 550 ± 50) MPa,and an elongation range of( 27 ± 5)%. The corrosion resistance is equivalent to that of current commercial atmospheric corrosion-resistant steels,with a relative corrosion rate of 43%. When used,the weathering steel produced by the strip-casting process meets the strict quality and usage requirements of container steel sheets.

The study of temperature effects on steel box girder for Taizhou Bridge

Using the temperature gradient which was proposed by continuously measuring flat steel box girder of Runyang Bridge, temperature effects of flat steel box girder were studied for Taizhou Bridge. With three temperature gradient models （JTG D60--2004 specification, BS5400 specification and the temperature gradient which was proposed in this paper）, the stress of control sections was calculated by finite element program ANSYS. The calculated result indicated that the temperature gradient that was put forward in JTG D60-2004 specification and BS5400 specification for calculating the stress of fiat steel box girder was not suitable to apply to fiat steel box girder. The temperature gradient on flat steel box girder which was proposed in this paper was reasonable.

新一代高技术宽带钢轧机电工钢高精度板形控制研究进展

自由规程轧制是实现柔性一体化生产组织和追求最大生产效率的必要途径,板形控制一直是制约电工钢自由规程轧制的瓶颈难题。阐述了国际上对新一代高技术宽带钢轧机机型的不断探索与板形控制技术特征及其日趋复杂化的进展研究;基于热模拟与数学模型构建了电工钢完整轧制过程的高温本构关系,建立了电工钢热塑性变形过程集成仿真模型,原创构建了电工钢自由规程轧制完整过程中可同时控制不均匀变形和不均匀磨损的非对称自补偿轧制作用机制、提出了一种由数据与机理融合驱动的电工钢自由规程轧制形性协同的非对称自补偿轧制轧辊辊形、液压窜辊和液压弯辊的高精度融合控制方法。结合生产实际提出了新一代高技术热连轧自由规程轧制过程的全板形融合π机型与板形控制创新技术,突破性实现了高效低成本对新一代高技术宽带钢轧机自由规程轧制的高精度板形控制,为现场工业生产提供了理论基础和创新实现路径。最后展望了宽幅电工钢高精度板形控制的创新发展趋势。

襄阳东站柱分叉铸钢节点缩尺模型试验研究

襄阳东站在南、北两端区域采用柱分叉支承钢屋盖以减小屋盖悬挑长度,柱分叉节点考虑到建筑美观要求及受力复杂等因素采用了铸钢节点型式,论文对柱分叉铸钢节点进行了1/2缩尺模型加载试验验证,详细介绍了试验加载装置、加载方案、试验现象及试验结果,有限元对比分析结果与加载试验吻合较好,结果表明柱分叉铸钢节点构造合理、承载力高,薄弱部位出现在与铸钢件相连的接长钢管上,满足强节点弱构件、强连接弱构件的设计要求。

对人工接地装置材料选择要求的探讨

依据电化学腐蚀的原理对人工接地装置材质选择的要求进行研究,着重分析以镀锌扁钢为代表的不同材质的人工接地埋地敷设时的腐蚀过程,并针对不同的工程情况提出相应的解决方案。

姚家平水利枢纽工程钢岔管结构型式选择与CFD研究

结合姚家平水利枢纽工程的总体布置,对主电站引水系统对称Y形和非对称Y形月牙肋钢岔管两种结构型式分别进行了三维有限元应力分析和CFD三维流场计算。计算结果表明:对称岔管两腰部位应力分布均匀,肋板尺寸较小;但在主支锥管相贯线内表面A点附近出现较大的应力集中现象,因此对称岔管满足强度所需的管壁厚度大于非对称岔管。在水力学方面,非对称岔管两支管的水头损失不相等,其中与主管同轴线的直支管水头损失最小,斜支管水头损失最大,但没超过对称岔管的0.358 m,说明从岔管部位水头损失和水流流态上看,非对称岔管也稍优于对称Y形岔管。综合考虑岔管结构和水力学特性以及工程地形等因素,建议姚家平水利枢纽工程中主电站引水发电系统选择非对称Y形岔管布置方案。

钢管混凝土扁柱-钢梁节点抗震性能有限元分析

为避免钢框架结构中梁柱节点凸出墙体,文章提出一种钢管混凝土扁柱与钢梁节点,采用ABAQUS有限元模拟软件建立4个不同连接位置的钢管混凝土扁柱-钢梁节点的有限元模型,分析节点在低周往复荷载下的破坏模式和抗震性能;结果表明,所提出的节点构造可以实现梁柱刚性连接,所有节点均发生梁铰破坏,抗震性能和耗能能力良好。进一步研究轴压比、竖向隔板厚度和连接构造对节点抗震性能的影响规律,结果表明:随着轴压比的提高,柱端峰值承载力随之下降;减小柱内竖向内隔板的厚度会导致柱端承载力的降低;将盖板连接改为竖向加劲肋连接后,能有效缓解节点处柱壁的应力集中现象。

Cr8扁钢轧制模拟与工艺优化

共晶碳化物是影响Cr8冷作模具钢服役性能及使用寿命的关键因素。针对Cr8钢连铸坯轧制成扁钢后出现的碳化物不均匀度超过国家标准GB/T 1299—2014(3级)的问题进行分析。采用Deform有限元模拟软件建立Cr8扁钢的轧制模型,对轧制过程中的等效应变、应变速率、温度变化情况进行模拟,并研究了不同温度下保温(时间)Cr8扁钢碳化物的形貌特征,与其连铸坯进行对比。模拟与实验结果表明,轧制过程中,Cr8扁钢中心至1/4厚度区域温度达到1 230℃,使Cr8扁钢的三角晶界区碳化物重新溶解析出,导致碳化物不均匀度的级别超过3级。因此,通过降低加热温度,控制轧制温度低于1 200℃,将厚度24 mm的Cr8扁钢碳化物不均匀度由4级降低至2级,使产品质量显著提高,同时降低了能耗、节约了成本。

混凝土叠合板分类及研究综述

叠合板因为施工方便快捷、整体性好,近几年在我国得到快速发展和应用。开展叠合板的研究,可以进一步优化叠合板相关性能,拓宽叠合板应用范围,推动其在装配式建筑中的应用,有利于加速推进建筑工业化发展进程。根据底板构造形式不同将叠合板分为平板型、钢筋桁架型、预制带肋型、空心底板型、双向密肋夹芯叠合板几大类,全面系统地论述了不同类型叠合板的研究进展,并对各类型叠合板以及不同类型板间连接技术的优缺点进行了归纳总结,提出现阶段叠合板研究中的问题和不足。

异形多腔钢管混凝土分叉短柱抗震性能试验及数值计算

针对某超高层巨型框架结构中异形截面多腔钢管混凝土(concrete-filled steel tube, CFT)分叉柱,为研究截面加强构造对分叉短柱抗震性能的影响,进行了4个试件在竖向轴压力及水平往复两次的低周反复荷载下的抗震性能试验研究,试件上部为五边形四腔体钢管混凝土双柱肢,下部为八边形十三腔体钢管混凝土单柱肢,以此形成分叉柱;研究的截面构造包括四种:基本构造,钢管钢板整体加厚构造,距中和轴较远的钢管角部钢板内表面贴焊等肢角钢的局部钢板加厚构造,距中和轴较远的钢管腔体内置圆钢管构造。基于试验结果及截面构造特点,进行了数值计算。试验及数值计算结果表明:异形截面多腔钢管混凝土分叉短柱的破坏主要发生在上柱根部分叉截面处,表现为距离中性轴较远处的钢板撕裂以及局部焊缝开裂引起的整块钢板撕裂;内置圆钢管的加强构造承载力提高7.6%、变形能力提高14.4%,综合耗能能力最强,局部钢板加强构造承载力提高9.2%、变形能力下降18.7%,钢管钢板整体加厚构造承载力略有提高、但变形能力下降较多;提出的异形多腔钢管混凝土柱简化建模方法计算效率较高,精度满足工程设计要求。

方钢龙骨模板体系施工技术在剧院建筑中的应用

混凝土完成面的垂直度、平整度及美观度关系混凝土结构质量验收。高大空间墙、柱、梁板模板整体刚度的控制难度较大,传统木龙骨在运输过程中时常发生变形翘曲,模板穿孔后产生的各种损耗更是不可估量。在“双碳”目标背景下,方钢龙骨模板体系施工技术利用方钢龙骨刚度大、环境适应能力强及材料均质性等特点,实现了“以钢代木,以整代拼”,优化革新了传统混凝土模板体系施工,经济社会效益较好。

某不规则多层长途汽车站结构设计及分析

某不规则多层长途汽车站工程主要由长途客运站、公交首末站、换乘连廊及站台雨棚组成。长途客运站主体结构采用框架-剪力墙结构+张弦梁屋盖。换乘连廊采用单排柱柱顶铰接的排架结构。主要介绍了具有多排斜柱、扭转不规则、楼板大开洞、凹凸不规则等多项不规则的长途客运站的抗震性能设计、屋面张弦梁结构设计;分析了钢箱梁+钢筋混凝土Y形分叉柱的换乘连廊的结构特点;剖析了钢箱梁考虑剪力滞效应和受压局部稳定影响的有效截面宽度的计算及Y形分叉柱与横梁、Y形分叉柱柱墩支座选型的设计要点。分析结果表明,所采取的合理结构设计确保了结构安全。

电磁超声SH波输电杆塔接地扁钢腐蚀缺陷检测

为实现接地扁钢腐蚀缺陷方便且快速的检测,提出了基于电磁超声SH波检测接地扁钢腐蚀缺陷的方法。建立接地扁钢及其腐蚀缺陷的三维有限元仿真模型,分析接地扁钢中SH0波的传播情况以及其缺陷检测时的衰减特性。结果表明,随着SH0波传播距离的增大,其回波信号位移幅值减小,且下降幅度逐渐减缓,并有转向稳定的趋势;腐蚀缺陷深度和长度增加会导致回波信号幅值增大,而腐蚀缺陷宽度对回波幅值影响很小。通过实验探究不同腐蚀缺陷对检测结果的影响,验证了电磁超声SH0波检测接地扁钢腐蚀缺陷的可行性。仿真和实验结果表明,电磁超声检测方法可以准确判断接地扁钢缺陷的位置。该方法为现场接地扁钢腐蚀缺陷的检测以及量化识别提供新思路,具有重要参考价值。

Temperature gradient and its effect on flat steel box girder of long-span suspension bridge

The temperature field variation law and distribution characteristics of an orthotropic flat steel box girder under sunny conditions were analyzed through a field temperature test on the steel box girder of the operational Runyang Yangtze River Bridge(the suspension bridge part).Function optimization fitting and error analysis of the test data were conducted.A temperature gradient distribution curve applicable to a hexagonal flat steel box girder was proposed.Based on the measurement results,the temperature effect of an orthotropic flat steel box girder was analyzed using finite element method and the effects of different temperature gradient modes on the mechanical characteristics and stress distribution of the steel box girder were compared.Under sunny conditions,heat conduction in the flat steel box girder structure shows distinct "box-room effect" characteristics,and the actual temperature gradient distribution is inconsistent with the one suggested by the existing standards.The thermal stress of a steel box girder calculated from the measured temperature gradient mode exceeds that calculated from the standard,and the intensity approximates that under the action of designed vehicle loads.The temperature-induced stress is distributed centrally near the manufacturing welds of the orthotropic steel box girder,which should be considered in design,construction and research.Results from this study could supplement the existing bridge and culvert design standards.

深中通道中山大桥主桥超宽大节段钢箱梁吊装匹配技术

深中通道中山大桥主桥为主跨580 m的双塔双索面钢箱梁斜拉桥,主梁采用流线型扁平钢箱梁,梁宽46 m(含风嘴),主梁共划分69个节段,标准段长18 m、最大吊重约429 t,采用桥面吊机双悬臂吊装。由于钢箱梁节段自重大、宽度较大、横桥向竖向刚度较小等,在桥面吊机悬臂吊装过程中,会出现钢箱梁匹配面高差过大(最大约63 mm)的问题。为解决该问题,实现梁段精确匹配安装,提出3种钢箱梁吊装匹配方案:“门架+拉索”方案、“牛腿反力架”方案、“一字梁锁定+C形焊缝+部分张拉斜拉索”方案。经有限元仿真分析综合比选,最终选择“一字梁锁定+C形焊缝+部分张拉斜拉索”方案。该方案以箱梁竖腹板为定位点,提前焊接一字梁,采用法兰连接后锁定待拼梁段,部分焊接拼接面内箱梁形成C形焊缝;通过提前挂索并张拉部分斜拉索,减小匹配面已拼梁段横桥向竖向变形,达到箱梁匹配要求。施工中采取了匹配高差调节、局部应力控制、拼接缝宽控制等关键技术,最终将该桥钢箱梁匹配面高差减小至9.8 mm以内,钢箱梁局部应力可控,斜拉索初张过程中钢箱梁应力增量小于10 MPa,且各箱梁节段拼接缝宽可控制在1 cm以内。

滑坡涌浪作用下某电站事故闸门动力响应分析

滑坡涌浪可能造成闸门大变形和失稳,研究某电站进水口事故闸门在滑坡涌浪动水压力作用下的动力响应问题对电站安全生产具有重要意义。采用自编程序模拟了不同工况下库区滑坡涌浪过程,将滑坡涌浪数值动水压力转化为施加在平板钢闸门有限元模型上的节点荷载,利用动力时程方法得到了闸门在滑坡涌浪作用下的动力响应,依据规范对闸门的动力响应做出评价。结果表明:闸门在正常蓄水位下受滑坡涌浪动水压力作用位移和应力响应值最大,在死水位下受滑坡涌浪动水压力作用闸门的动力响应影响更为明显;闸门在正常蓄水位下受滑坡涌浪动水压力作用的位移响应最大值为9.27 mm,Mises应力最大值为192.06 MPa;各个构件动应力水平较低,满足规范要求,在滑坡涌浪动水压力作用下可安全运行。