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对包钢生产的HRB400E和HRB500E抗震螺纹钢筋钢筋进行了综合性能测试。结果发现该钢筋在强度与塑性的配合、应变时效敏感性、低温脆性、可焊性、高应变低周疲劳方面都比20Mn Si钢有不同程度的提高。结果表明,微合金化能同时提高Δεt和σa值,有利于材料在地震载荷下吸收较多能量,从而提高抗震性能。通过分析,指出了进一步提高钢筋综合抗震性能的方向。 相似文献
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20MnSiV抗震钢筋的性能及钒的析出分析 总被引:1,自引:0,他引:1
对Φ28mm 钢筋进行了拉伸、焊接、应变时效以及夏氏冲击试验,并通过 TEM 对钢筋中 V 的析出物进行分析。结果表明:钢筋的强度较高,塑性有待于提高;焊接钢筋拉伸强度达到基体水平,弯曲试验焊缝没有出现裂纹;热轧态钢筋和应变时效钢筋低温韧性较好,韧脆转变温度较低;轧后冷却速度较快,冷却时间短,热轧钢筋中 V 的析出物较少。 相似文献
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通过试验手段,对承钢抗震钢筋的应变时效敏感性、韧脆转变温度、可焊性、强度与塑性配合、高应变低周疲劳等抗震性能进行了系统的研究,证明承钢利用钒微合金化技术开发的抗震钢筋的性能优于普通的HRB400和HRB335钢筋,具有良好的塑性、韧性和可焊性,可更好的满足地震区、非地震区和寒冷地区建筑物要求。 相似文献
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通过试验手段,对承钢抗震钢筋的应变时效敏感性、韧脆转变温度、可焊性、强度与塑性配合、高应变低周疲劳等抗震性能进行了系统的研究,证明承钢利用钒微合金化技术开发的抗震钢筋的性能优于普通的HRB400和HRB335钢筋,具有良好的塑性、韧性和可焊性,可更好的满足地震区、非地震区和寒冷地区建筑物要求。 相似文献
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为研究600 MPa级高强钢筋高温下的力学性能,对HTRB600级热处理高强钢筋进行高温下的拉伸试验,分别测得其在20,200,300,400,500,600,700及800℃高温下的弹性模量、比例极限、屈服强度、极限强度及应力-应变曲线.试验结果表明:HTRB600级高强钢筋高温下屈服强度、极限强度、比例极限与弹性模量均随着温度的升高而显著降低.500℃时其高温下的弹性模量、比例极限、屈服强度与极限强度降低为不足常温下的50%,800℃时已不足常温下的10%.高温下HTRB600级高强钢筋应力-应变曲线随温度的升高逐渐趋于圆滑,当温度达到200℃时,屈服台阶就已消失.600 MPa级钢筋高温下屈服强度和极限强度的降低程度明显大于其他钢筋500 MPa以下强度的钢筋.最后提出了适用于HTRB600级高强钢筋的高温下应力-应变曲线简化计算模型. 相似文献
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摘要:采用质量分数为5%的NaCl溶液在盐雾腐蚀箱进行30~90d加速腐蚀试验,研究了盐雾腐蚀对HRB400E钢筋低周疲劳行为和拉伸性能的影响。然后采用轴向位移控制模拟地震载荷对腐蚀钢筋开展了低周疲劳和拉伸试验,获得循环响应特征曲线和应变 寿命曲线。结合SEM断口形貌观察,分析钢筋的低周疲劳断裂机制。结果表明:盐雾腐蚀对钢筋的质量和尺寸有明显影响,钢筋表面产生腐蚀坑;钢筋的力学性能随腐蚀时间增加而降低,腐蚀90d的断裂伸长率下降率达461%,屈服强度在腐蚀30d以后可能就不再满足标准要求;腐蚀明显削弱了钢筋的抗循环载荷性能,导致低周疲劳寿命下降;腐蚀会减小钢筋的裂纹扩展区面积并加速裂纹扩展。 相似文献
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具有仿晶界型铁素体/粒状贝氏体复相组织的大截面钢筋 总被引:1,自引:1,他引:1
探索了仿晶界型铁素体/粒状贝氏体复相钢用于制造热轧低碳高强度可焊钢筋的可行性与工业化前景。对不同铬含量的空冷贝氏体钢筋的组织、强韧性及可焊性等进行了对比研究。结果表明,含有0.25%铬的Mn-Si—Cr系低碳贝氏体钢在轧后空冷条件下得到含有约26%(体积分数)的仿晶界型铁素体的粒状贝氏体复相钢,其抗拉强度、屈服强度和伸长率(δ6)分别达到830MPa、560MPa和18%,实现了较好的强韧性配合,并且具有较好的可焊性。存用干制造500MPa级大截面钢筋方面具有较大的市场化优势。 相似文献
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Transformation induced plasticity (TRIP) steel exhibited high or rather high carbon equivalent (CE) because of its chemical composition, which was a particularly detrimental factor affecting weldability of steels. Thus the weldability of a TRIP steel (grade 600) containing (in mass percent, %) 0.11C-1. 19Si-1.67Mn was extensively studied. The mechanical properties and impact toughness of butt joint, the welding crack susceptibility of weld and heat affected zone (HAZ) for tee joint, control thermal severity (CTS) of the welded joint, and Y shape 60° butt joint were measured after the gas metal arc welding (GMAW) test. The tensile strength of the weld was higher than 700 MPa. Both in the fusion zone (FZ) and HAZ for butt joint, the impact toughness was much higher than 27 J, either at room temperature or at -20 ℃, indicating good low temperature impact ductility of the weld of TRIP 600 steel. In addition, welding crack susceptibility tests revealed that weldments were free of surface crack and other imperfection. All experimental results of this steel showed fairly good weldability. For application, the crossmember in automobile made of this steel exhibited excellent weldability, and fatigue and durability tests were also accomplished for crossmember assembly. 相似文献
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Majority of the buildings,including industrial buildings,are constructed using either structural steel (plates and structural shapes) or deformed bar steel reinforced concrete.Such buildings,however,must be designed to be safe and serviceable during construction and during use and occupancy.These objectives can be easily achieved by the use of steels having superior mechanical properties,ductility,weldability,fire resistance,etc.Over the years,the steel industry has made improvements in steel making technologies resulting in high strength low alloy (HSLA) steels with superior steel properties well suited for building construction.First part of this paper presents the structural design considerations,and the constructional considerations associated with the building structures in general,and steel structures in particular.This second part of the paper looks at the acceptance criteria for HSLA steels for North American building codes and construction.The third part of the paper presents the structural properties of currently available HSLA steels for building construction.The discussion focuses on hot-rolled structural steel shapes as well as deformed steel bars for concrete reinforcement.The paper argues that Niobium microalloying is the key to achieving superior properties in such steels. 相似文献
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为了解废钢的熔化速度和熔化机理,在250 kg感应炉中进行了热模拟试验。测量熔化速度采用直径为[?20~?50 mm]的Q235圆钢,熔池温度为1 300、1 400和1 600 ℃。根据试棒直径不同确定在熔池中浸泡时间。根据钢棒浸泡前后的质量和尺寸差别,计算出熔池为1 300、1 400和1 600 ℃时,其质量熔化速度分别为1.8~4.0、3.5~6.5和12.6 g/s;径向熔化速度为0.012~0.026、0.035~0.045和0.060 mm/s。熔池液体与试棒之间的对流换热系数在1 400 ℃时为32 931 W/(m2·℃),1 600 ℃时为32 884 W/(m2·℃)。在温度为1 300 ℃时,碳在液体与试棒之间的对流传质系数为6.3×10-5 m/s,温度为1 400 ℃时为6.4×10-5 m/s。热模拟试验所测得的钢棒熔化速度、液-固相之间的对流换热系数、碳的对流传质系数都与国外冶金工作者的试验结果相近,可以作为炼钢生产中计算废钢熔化的基础数据。 相似文献
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近年来,广州市及珠三角市政建设和重点工程广泛应用抗震钢筋,对热轧带肋钢筋的强度和抗震性能均有较高的要求。广钢电炉厂已开发生产了各个牌号抗震钢筋钢,并一次性通过国家抗震钢筋生产许可认证。为进一步降低生产成本,满足市场需求,通过生产实践,在转炉成功开发了HRB500E抗震钢筋钢并实现了规模化生产,解决了电炉生产抗震钢筋钢成本偏高、规模化生产受到限制等诸多问题。 相似文献
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《钢铁冶炼》2013,40(5):349-352
AbstractHot rolling of medium carbon steel bars using a prototype mill and numerical analyses were carried out to examine quantitatively the effect of temperature and strain throughout rolling on the final grain size of the product. Cross-sections of the rolled bars were subjected to optical microscopy to investigate the effect of the instantaneous decrease in temperature owing to contact with the roll groove on grain coarsening in the vicinity of the bar surface. By analysing the grain size after rolling, the temperature history throughout rolling, and the equivalent plastic strain after rolling, it was found that the instantaneous decrease in temperature owing to contact did not affect grain coarsening unless the final values of the temperature and strain fell within a narrow band of values meeting the criteria for grain coarsening. Referring to both the present results and the authors' previous studies, criteria have been established for the prevention of grain coarsening in steel bar sizing operations. 相似文献