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1.
相变诱导塑性钢生产现状与发展趋势   总被引:2,自引:0,他引:2  
通过相变诱导塑性(transformation induced plasticity,TRIP)效应使钢板中残余奥氏体在塑性变形作用下发生马氏体相变,TRIP钢以其高强度、优异的成形性能成为近年来汽车用钢研究的热点。概述了相变诱导塑性(TRIP)钢的理论研究现状,讨论了其化学成分、微观组织形态、残余奥氏体含量等因素对材料性能的影响。介绍了国内外TRIP钢工业应用情况,并对TRIP钢的发展趋势做了展望。  相似文献   

2.
在研究WKD930的基础上,结合生产线的实际情况,进行了超高强度发蓝捆带钢WKD980的试制。理化检验结果显示,产品的力学性能(包括抗拉强度、延伸率、反复弯曲次数)和耐蚀性能均达到了国家和企业相关标准,这为其在热轧生产线上的推广应用奠定了良好的基础。  相似文献   

3.
通过球铁曲轴的等温淬火和表面超音频淬火复合处理的工艺研究,把等温淬火和超音频淬火两种热处理技术有机地结合在一起,应用于球铁曲轴上,获得了曲轴心部为上贝氏体、残余奥氏体和微量的下贝氏体,保证了心部的高强韧性;表面淬硬层为高密度位错马氏体的综合组织,提高了表层的高耐磨性。其抗拉强度达1 200MPa以上、延长率达到4%~6%、表面硬度达50~58HRC。因此具有优良的力学性能,完全可以取代钢件曲轴应用于中、高端内燃机曲轴。  相似文献   

4.
The influence of direct quenching (DQ) on microstructure and mechanical properties of 0.19C-1.7Si-1.0 Mn-0.05Nb steel was studied. The microstructure and mechanical properties of reheat quenched and tempered (RQ&T) steel plate were compared with those of direct quenched and tempered (DQ&T) steel plates which were hot rolled at different finish rolling tem-peratures (1173 K and 1123 K), i.e., recrystallization-controlled-rolled direct-quenched (RCR&DQ) and controlled-rolled direct-quenched (CR&DQ), respectively. The strengths generally increased in the following order: RQ&T〈RCR&DQ&T〈 CR&DQ&T. Strength differences between the CR&DQ&T and RQ&T conditions as high as 14% were observed at the tempered temperature of 573 K. The optical microscopy of the CR&DQ&T steel showed deformed grains elongated along the rolling direction, while complete equiaxed grains were visible in RQ&T and RCR&DQ&T steels. Transmission electron microscopy (TEM) and electron backscattering diffraction (EBSD) of the DQ steels showed smaller block width and higher density of dislocations. Inheritance of austenite deformation substructure by the martensite and differences in martensite block width were ruled out as major causes for the strength differences between DQ and RQ steels.  相似文献   

5.
介绍了本钢2300热连轧机组厚规格Q550D-MC热轧高强度卷板的产品设计、冶炼、轧制工艺和性能情况.结果表明,采用低碳、铌钛微合金化和适当的控轧控冷技术,使开发的16mm厚度规格 Q550D-MC热轧高强度卷板在具有高强度的同时,又兼有优良的低温冲击韧性;通过纯净钢的冶炼技术,使钢板具有良好的焊接和抗疲劳性能,完全满足车辆及工程机械等领域用钢的要求.  相似文献   

6.
采用不同退火温度对超低碳钢冷轧薄板进行退火不同时间,然后进行力学性能测试和微观组织的分析。结果表明,退火后的薄板力学性能和微观组织与退火工艺有关。在不同温度退火相同时间,屈服强度和抗拉强度随着退火温度升高而降低。延伸率开始随温度的上升而增加,而后下降;低于700℃退火,强度随着退火时间的延长而降低,延伸率随着退火时间的延长而增高。高于700℃(包括700℃)退火,屈服强度和抗拉强度随开始退火时间延长而迅速降低,而后趋于稳定。延伸率开始随着退火时间的延长而迅速增加,而后趋于稳定。  相似文献   

7.
对某一卷抗拉强度不合的捆带热轧原料进行了全面的理化性能分析,结合现场生产工艺记录,指出热轧工序中加热温度偏高可能是产生此缺陷的主要原因.  相似文献   

8.
This paper is focused on the structural behavior of the single shear bolted connections with thin-walled ferritic stainless steel.The purpose of this study is to investigate the ultimate behaviors,such as ultimate strength and fracture mode of the single shear bolted connections of thin-walled ferritic stainless steel(low cost steel) rather than austenitic stainless steel(high cost steel).Bolt arrangement and end distance parallel to the direction of applied load are considered as main variables of the test specimens for bolted connections.Specimens have a constant dimension of edge distance perpendicular to the loading direction,bolt diameter,pitch,and gauge.A monotonic tensile test for specimens has been carried out and some bolted connections with long end distance showed curling(out of plane deformation) occurrence which led to strength reduction.The ultimate behaviors such as fracture mode,ultimate strength are compared with those predicted by current design codes.Further,conditions of curling occurrence and the strength reduction due to curling are investigated and modified strength equations are suggested considering the curling effect.  相似文献   

9.
为了改善超高强度钢的塑韧性,实验分析了奥氏体化温度分别为840℃、880℃、920℃与等温温度分别为275℃、325℃、375℃对中碳超高强度钢组织性能的影响.结果表明,随着奥氏体化加热温度的升高,贝氏体/马氏体复相组织趋向粗大,钢的强度上升,而塑韧性下降;随着等温温度的升高,钢的抗拉强度呈平缓下降趋势,而钢的塑韧性在275~325℃等温温度范围内呈上升趋势,在325~375℃等温温度范围内呈下降趋势.在试验等温处理温度范围内,奥氏体化温度880℃×30min保温+等温温度325℃×2min保温油冷,可获得强韧性配合良好的贝氏体/马氏体复相组织,钢的残余奥氏体的含碳量≥76.%,钢的抗拉强度Rm≥2065M Pa ,断面收缩率ψ≥255.%.  相似文献   

10.
对进口冶金锯片用钢8CrNi的轧态及450~500℃温度范围内的回火组织及力学性能进行了观察与测试。结果表明:轧态组织是由珠光体构成,淬火后随着回火温度的升高,合金由淬火马氏体逐渐转化为回火马氏体+回火索氏体;试样的强度及硬度连续下降,而冲击韧性、断面收缩率和延伸率逐渐提高。对比65Mn钢板发现,8CrNi的回火抗力提高而屈强比下降。  相似文献   

11.
研究了弛豫析出控制相变(RPC)技术生产的超低碳贝氏体钢板回火过程中的性能变化,并与控轧后空冷(AC)以及传统的再加热淬火工艺(RQ)得到的钢板的性能进行了比较。结果表明:经过RPC工艺得到的钢板经500 ℃~700 ℃回火1 h后,随温度升高呈现软化硬化再软化的变化规律,经过AC工艺得到的钢板在回火后硬度和强度变化不明显,而经过RQ处理后的钢板随回火温度升高强度和硬度单调下降。利用RPC工艺得到的高强韧性钢板具有良好的热稳定性。  相似文献   

12.
建立了CIMS下钢铁企业热轧生产批量计划的数学模型 ,根据热轧生产工艺约束将此模型归结为带时间窗口的车辆路径问题 (VRPTW ) ,并给出了一个启发式算法 .  相似文献   

13.
To study the bonding properties between steel strand and concrete at room and cryogenic temperatures, a series of center pullout experiments were conducted on 96 bonding anchorage specimens at the lowest temperature of-165 ℃. The impacts on the bonding property of such parameters as the temperature, concrete strength, the relative concrete cover thickness, and the relative anchorage length were analyzed. The test results indicate that the changes in temperature have a clear effect on the bonding property between steel strand and concrete. As the temperature decreases, the bond stress, which corresponds to a 1 mm slip of steel strand in relation to concrete, and the ultimate bond strength initially increase and subsequently decrease at the inflection point of-80 ℃. The impact of the concrete strength on the bonding property, as shown by the tensile strength and the moisture content interaction, indicates that the bond stress vs concrete strength curve initially increases and later decreases with a decrease in temperature; the bond stress vs concrete cover thickness curve linearly increases, but the bond stress vs anchorage length curve linearly decreases at first and finally levels off.  相似文献   

14.
采用X射线衍射仪研究了冷轧变形对连铸连轧5005铝合金再结晶织构的影响。结果表明:5005铝合金热轧带材具有强的β纤维轧制织构,随着冷轧变形量的增加,β纤维轧制织构的强度增大。经399℃保温3h再结晶退火处理后,5005铝合金热轧带材获得强的cube织构和弱的R织构,随着变形量的增加,cube织构强度降低,而R织构强度增加,当冷轧变形量达到93.1%时,再结晶织构由强的R织构组分及弱的cube和P织构组分构成。  相似文献   

15.
In order to locate a reasonable heating system, the austenite grain growth behavior of Nb microalloyed medium carbon steel has been experimentally studied at various austenitizing temperatures and for different holding times. It is indicated that austenite grain growth increases with increasing austenitizing temperatures and holding times. Particularly when the austenitizing temperature was above 1100 °C, austenite grains grew rapidly, and an abnormal austenite grain growth was observed. When the austenitizing temperature was lower than 1100 °C, austenite grain size and growth rate were small. The activation energy of grain growth in the tested steel is 397 679.5 J/mol. To ensure an absence of coarse grains in microstructures, the heating technology of the tested steel should be controlled for 1 h at 1100 °C. The relationships of austenite average grain size with soaking temperature and time of tested steel were obtained by mathematical calculation, and austenite average grain size was found to be in agreement with the measured size for different holding times.  相似文献   

16.
分析了退火工艺对轴瓦钢背用冷轧带钢性能的影响,结果表明,延长退火保温时间、提高退火温度有利于改善渗碳体分布,并增加延伸率。在保温时间为4小时、退火温度为700℃的退火工艺条件下,试验钢的延伸率达到43%的最高值,其屈服强度为220MPa,抗拉强度为355MPa,金相组织为铁素体+渗碳体,渗碳体分布均匀。  相似文献   

17.
利用慢应变速率拉伸试验(SSRT)研究了三种980MPa级汽车薄板钢的延迟开裂性能。试验结果表明,DP980钢组织为马氏体+铁素体,QP980钢组织为马氏体+铁素体+少量残留奥氏体,TWIP980钢组织为单一奥氏体及奥氏体内部的大量退火孪晶。在5%NaCl溶液中,DP980、QP980和TWIP980钢的抗延迟断裂性能依次变好,TWIP980钢的抗延迟断裂性能最好。  相似文献   

18.
Hot extrusion was conducted in the α+β phase region for promoting mechanical properties of Ti42Al9V0.3Y. The microstructures and tensile properties before and after hot extrusion were studied. The results show that the microstructure of the as-cast alloy mainly consists of massive γ phase in β matrix and the as-extruded alloy mainly consists of lamellar α2/γ, lamellar β/γ, and strip γ propagating from elongated β phase. In the as-cast alloy, the predominantly observed fracture mode is transgranular cleavage failure at room temperature and intergranular fracture at 650-750 °C. After hot extrusion, it transforms into transgranular cleavage-like failure, including translamellar cleavage and delamination. The excellent tensile properties of the as-extruded material are attributed to the obvious refined microstructure with broken YAl2 particles and the micro-crack shielding action of the TiAl lamellasome.  相似文献   

19.
Ultra high toughness cementitious composite (UHTCC) usually shows strain hardening and multiple cracking under static tension loads. In practice, structures could be exposed to high strain rates during an earthquake. Whether UHTCC can maintain its unique properties and provide high structural performance under seismic loading rates largely determines whether it can successfully fulfil its intended function. To determine the rate dependence of UHTCC, uniaxial tensile tests with strain rates ranging from 4×10?6 s?1 to 1×10?1 s?1 were conducted with thin plates. The experimental results showed that UHTCC had significant strain hardening and excellent multiple cracking properties under all the rates tested. The ultimate tensile strain lay in the range of 3.7% to 4.1% and was almost immune to the change in strain rates. The rate of 1×10?3 s?1 seemed to be a threshold for dynamic increase effects of the first crack tensile strength, elastic modulus, ultimate tensile strength, and energy absorption capability. When the strain rate was higher than the threshold, the dynamic increase effects became more pronounced. The energy absorption capability was much higher than that of concrete, and the average ultimate crack widths were controlled below 0.1 mm under all rates. Several fitting formulas were obtained based on the experimental results.  相似文献   

20.
Energy dissipators, isolated-resistant and specific structural forms for earthquake resistance are popular topics in the research to improve shock-resistance. In this work, experimental methods were used to investigate the property of low yield strength steel. Carbon content in LYS material is lower than that in other steels; the ultimate stress is three times the yield stress. The ultimate elongation rate is about 62% and the ductility is 2–3 times that of A36 steel. In order to overcome some defects of ordinary use metallic dampers, the mechanical characteristic of low yield strength steel is used to develop added damping and stiffness for rhombic steel plate absorber. Test of the energy dissipation behavior for this newly developed device indicated that LYS could stably dissipate or absorb the input energy of earthquake. Then, the analytical model for the hysteretic behavior of this new device is proposed. Comparison of experimental data and numerical simulation results showed that this analytical model is suitable for simulating the hysteretic energy behavior of this new device.  相似文献   

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