终冷温度对高强度管线钢屈强比的影响

通过控制终冷温度得到不同微观组织的管线钢,研究了显微组织对管线钢屈强比的影响,结果表明,板条状贝氏体型管线钢比针状铁素体型管线钢具有更低的屈强比,板条贝氏体型管线钢中细小弥散的析出对降低屈强比是有利的.     

奥氏体量及预应变量对0.1C-4.98Mn中锰钢力学性能的影响

采用610℃5h炉冷和800℃20 min水淬+625℃12 h空冷两种热处理工艺和0～20%拉伸预应变等试验方法,分析了 6.9%和13.6%两种奥氏体量及0～20%预应变量对中锰钢5 mm板力学性能变化的影响。利用XRD试验法测量奥氏体的体积分数,拉伸试验法测量力学性能。研究结果表明:在同一预应变量下,奥氏体体积分数为13.6%的试样与6.9%的试样相比,屈服强度低约30 MPa、抗拉强度高约40 MPa、屈强比小约0.1、总延伸率约大7个百分点、加工硬化效果更明显等。而在同一奥氏体量水平下,随预应变量增大,屈服强度、抗拉强度和屈强比都提高、总伸长率下降;且随真应变增大,加工硬化行为可分为四个阶段:减小(Ⅰ阶段)、增大(Ⅱ阶段)、几乎不变(Ⅲ阶段)、减小(Ⅳ阶段)。     

17.5 mm厚度X70管线钢屈强比偏高的原因分析

通过对成分、工艺、组织和检验方式等屈强比主要影响因素的分析,对马钢生产的厚度17．5mm的X70管线钢屈强比偏高的原因进行了探讨,并结合实际生产情况进行了工艺调整,最终降低了该管线钢的屈强比,对生产高级厚规格的管线钢热轧卷板屈强比控制具有较高的参考价值。     

大变形管线钢研究进展

与传统管线钢相比,大变形管线钢具有屈强比低、均匀延伸率高、应变强化指数大以及应力应变曲线无屈服平台等性能特征。大变形管线钢独特的性能来源于其软硬相复合的组织结构。日本大变形管线钢已发展到X120级别;我国亦实现了X70、X80级别大变形管线钢的国产化。介绍了大变形管线钢国内外发展概况,对其应用前景进行了展望。     

运用数理统计方法分析酒钢管线钢屈强比影响因素

石油、天然气输送管道通常服役环境较恶劣:管道压力大、输送介质复杂,管道的安全问题日显突出,对管线钢屈强比提出更高要求.屈强比较高是长期困扰CSP流程生产管线钢的难题,运用数理统计方法对生产管线钢的过程工艺参数进行对比分析,查找影响屈强比的关键因素,并通过采取有效措施:调整化学成分、过程工艺参数,提高固溶强化效果,使其屈...     

铁索体/贝氏体多相组织钢硬化行为表征参数

摘要：为了研究大变形管线钢应变硬化行为及其表征参数之间关联性,采用TMCP工艺调控制备了9种不同贝氏体体积分数的铁素体/贝氏体（F/B）多相组织钢。通过力学性能及应变硬化行为分析,对应变硬化指数、应力比、屈强比和伸长率等大变形管线钢应变硬化能力表征参数之间的关联性及其机制、内涵和适用范围进行了研究。结果表明,F/B多相钢中,应力比Rt20/Rt10和均匀伸长率与应变硬化指数呈线性正比关系,屈强比与应变硬化指数呈非线性反比关系,应力比Rt50/Rt10在一定条件下与应变硬化指数存在线性关系,应力比Rt15/Rt05、总伸长率、应变硬化指数之间不具备明显的关系。通过应变硬化行为分析合理阐释了以上参数之间的关联机制,并阐释了其内涵和适用范围。硬化指数、均匀伸长率和应力比Rt20/Rt10应作为描述F/B多相钢塑性形变阶段应变硬化能力的主要参数,屈强比和应力比Rt50/Rt10则应作为次要参数。采用工业化生产数据对上述结论进行了验证,与所得结论吻合良好。     

终轧和终冷温度对X65/X70中厚板管线钢屈强比的影响

通过对不同终轧、终冷温度条件下X65/X70中厚板管线钢的板屈强比值和微观组织的变化研究发现,当终轧温度低于Ar3温度时,钢板进入两相区轧制,钢板组织呈带状分布,钢板屈服强度的提高幅度大于抗拉强度的提高,屈强比呈上升趋势.水冷中钢板头部温度过冷对屈强比控制也非常不利.通过对X65/X70管线钢进行控轧控冷工艺优化,屈强比值得到显著降低,大幅提高了管线钢板合格率和成材率.     

铁素体/贝氏体多相组织钢硬化行为表征参数

为了研究大变形管线钢应变硬化行为及其表征参数之间关联性,采用TMCP工艺调控制备了9种不同贝氏体体积分数的铁素体/贝氏体(F/B)多相组织钢。通过力学性能及应变硬化行为分析,对应变硬化指数、应力比、屈强比和伸长率等大变形管线钢应变硬化能力表征参数之间的关联性及其机制、内涵和适用范围进行了研究。结果表明,F/B多相钢中,应力比R_(t2.0)/R_(t1.0)和均匀伸长率与应变硬化指数呈线性正比关系,屈强比与应变硬化指数呈非线性反比关系,应力比R_(t5.0)/R_(t1.0)在一定条件下与应变硬化指数存在线性关系,应力比R_(t1.5)/R_(t0.5)、总伸长率、应变硬化指数之间不具备明显的关系。通过应变硬化行为分析合理阐释了以上参数之间的关联机制,并阐释了其内涵和适用范围。硬化指数、均匀伸长率和应力比R_(t2.0)/R_(t1.0)应作为描述F/B多相钢塑性形变阶段应变硬化能力的主要参数,屈强比和应力比R_(t5.0)/R_(t1.0)则应作为次要参数。采用工业化生产数据对上述结论进行了验证,与所得结论吻合良好。     

深海用厚壁X70管线钢的性能研究

通过低C、Nb、Ti微合金化、复合添加Cr、Mo的成分设计以及合理的TMCP工艺,开发出31.8 mm厚深海用X70管线钢,并对试制钢板的组织和性能进行深入分析、研究.试制钢板的组织为多边形铁素体、针状铁素体和贝氏体复相组织,屈服强度达到520 MPa以上,屈强比＜0.85,-20℃冲击功达到300 J以上,-10℃横向落锤撕裂(DWTT)剪切面积＞90％.试制深海用厚壁X70管线钢具有高强度、低屈强比、高韧性和优良低温抗动态撕裂能力的良好匹配.     

循环应变-高温退火制备Al-Cu-Li合金单晶

通过循环预拉伸应变-高温退火制备Al-Cu-Li合金单晶,同时探讨循环预拉伸应变-高温退火过程中预拉伸应变量、循环应变退火次数、应变退火温度对Al-Cu-Li合金晶粒长大的影响以及晶粒长大的过程与机制.研究结果表明,通过循环预拉伸应变退火可以使得合金晶粒异常长大,并且成功制备出厘米级别的宏观粗大晶粒,其长大机理主要为应...     

预应变对TRIP型双相不锈钢拉伸变形行为的影响

预变形通常作为工程构件服役前的关键预处理工艺,用以提高金属构件的力学性能.为了明确预应变对拉伸变形过程中力学行为和相变行为的影响,在INSTRON 8801试验机上进行了一系列准静态拉伸试验,研究了一种TRIP型双相不锈钢的拉伸变形行为及其预应变敏感性,同时结合TEM分析、EBSD分析和原位磁性测量讨论了微观机理.结果...     

1000MPa级DP钢的准静态拉伸行为与应变速率的关系

研究1000MPa的双相钢（DP钢）在室温下的准静态拉伸行为与应变速率（10^-2、10^-1、10^-1s^-1）的关系。结果表明,在准静态拉伸条件下,DP钢的拉伸性能是与应变速率相关的。随着应变速率提高,材料的屈服强度、抗拉强度、屈强比和加工硬化指数明显升高,而均匀伸长率、断裂伸长率略有下降;另外,应变速率对材料的...     

Plastic behavior of aluminum-killed steel following plane-strain deformation

Aluminum-killed steel sheets have been subjected to plane-strain prestrain in three ways: two-pass rolling, multi-pass rolling, and inplane, plane-strain tension. Subsequent uniaxial tensile tests were performed to evaluate the residual work-hardening behavior. The subsequent hardening curves depended primarily on the relative direction between major strain axes in the two deformation stages and very little on the specific prestrain procedure. These curves showed high initial yield stresses followed by a region of low (or negative) work hardening rate. This behavior contrasted with earlier results for 70/30 brass sheet, and a model of subsequent tensile behavior based on a strain-induced stress transient emerged. Formerly Staff Research Scientist, General Motors Research Laboratories     

Corrugation Reinforced Architectured Materials by Direct Laser Hardening: A Study of Geometrically Induced Work Hardening in Steel

Improving the strength-to-ductility trade-off remains the prime driving force for the development of advanced high-strength steel. Traditionally research breakthroughs are focused on the microstructure and relative phase composition. Herein, laser hardening is applied to ductile ferritic steel to introduce straight and corrugated martensitic reinforcements, effectively generating architectured steel sheets. Tensile behavior of laser-architectured samples is studied both using finite-element method simulation and mechanical testing to reveal the effect of laser-induced corrugations on strength and necking strain. The results show that with the same reinforced volume fraction of 24%, an increase in corrugation height/period leads to a gain in necking strain with a loss in yield strength and ultimate tensile stress. This beneficial effect on necking strain is due to the corrugation unbending process which introduces so-called geometric work hardening during tension. Extended simulations are carried out on various corrugation heights/periods and the evolution trends of ultimate tensile strength and necking change with different reinforced volumes. This study proposes a perspective on corrugation-reinforced architectured materials. Corrugation parameters can be chosen to tailor the mechanical behavior of laser-architectured materials.     

Serrated Flow and Dynamic Strain Aging in Fe-Mn-C TWIP Steel

The tensile behavior, serrated flow, and dynamic strain aging of Fe-(20 to 24)Mn-(0.4 to 0.6)C twinning-induced plasticity (TWIP) steel have been investigated. A mathematical approach to analyze the DSA and PLC band parameters has been developed. For Fe-(20 to 24)Mn-(0.4 to 0.6)C TWIP steel with a theoretical ordering index (TOI) between 0.1 and 0.3, DSA can occur at the very beginning of plastic deformation and provide serrations during work hardening, while for TOI less than 0.1 the occurrence of DSA is delayed and twinning-dominant work hardening remains relatively smooth. The critical strain for the onset of DSA and PLC bands in Fe-Mn-C TWIP steels decreases as C content increases, while the numbers of serrations and bands increase. As Mn content increases, the critical strain for DSA and PLC band varies irregularly, but the numbers of serrations and bands increase. For Fe-(20 to 24)Mn-(0.4 to 0.6)C TWIP steel with grain size of about 10 to 20 μm, the twinning-induced work hardening rate is about 2.5 to 3.0 GPa, while the DSA-dominant hardening rate is about 2.0 GPa on average. With increasing engineering strain from 0.01 to 0.55 at an applied strain rate of 0.001s^?1, the cycle time for PLC bands in Fe-Mn-C TWIP steel increases from 6.5 to 162 seconds, while the band velocity decreases from 4.5 to 0.5 mm s^?1, and the band strain increases from 0.005 to 0.08. Increasing applied strain rate leads to a linear increase of band velocity despite composition differences. In addition, the influence of the Mn and C content on the tensile properties of Fe-Mn-C TWIP steel has been also studied. As C content increases, the yield strength and tensile strength of Fe-Mn-C TWIP steel increase, but the total elongation variation against C content is dependent on Mn content. As Mn content increases, the yield strength and tensile strength decrease, while the total elongation increases, despite C content. Taking both tensile properties and serrated flow behavior into consideration, Fe-22Mn-0.4C TWIP steel shows excellent mechanical performance with a high product of tensile strength and total elongation and a slightly serrated stress–strain response. To suppress the negative effect of DSA in Fe-Mn-C TWIP steels on the stability of tensile behavior, a TOI lower than 0.1 is strongly suggested.     

应变速率对高氮奥氏体不锈钢塑性流变行为的影响

研究了室温拉伸时应变速率对高氮奥氏体不锈钢18%Cr-18%Mn-0.65%N力学性能和塑性流变行为的影响。结果表明,随应变速率的升高,试验钢的屈服强度Rp0.2升高,而抗拉强度Rm及塑性略有降低;在各应变速率下,试验钢的塑性流变行为均可以用Ludwigson模型进行描述;应变速率的升高对试验钢流变方程参数的影响如下：1）强度系数K1、应变硬化指数n1和n2减小,试验钢的加工硬化能力降低;2）真实屈服强度TYS降低;3）瞬变应变εL减小,表明升高应变速率能够促进位错多系滑移和交滑移。     

Influence of Pre-Deformation on Springback Effect of Advanced High Strength Steel

In sheet metal forming process of automotive components,the springback effect is significant,in particular for Advanced High Strength Steels (AHSS),for example the Dual Phase (DP) steel.Most of construction parts of modern vehicles have very complex shapes and therefore multi-step procedures are necessary to form such a part.Steel sheets,which firstly undergo pre-deformation,can show considerable change in mechanical behavior during the forming process.However,at present there are limited sufficient data concerning pre-deformation effect on the springback available.In this work,a study of influences of different pre-strain levels on the springback of steel sheet made of AHSS materials has been carried out.The sheet specimens were firstly pre-stretched on a tensile testing machine and the pre-strain values were calculated based on the engineering strain.Furthermore,the steel sheets prepared parallel,transverse,and 45° to the rolling direction have been investigated.A modified U-shape forming was used to evaluate the degree of springback of the steel sheets under various conditions.In parallel,FE simulation of the U-shape forming was performed.Both isotropic model using stress-strain responses from tensile test of specimens with different directions and anisotropic Hill’s 48 model have been applied.The experimental results are compared with the sheet metal forming FE simulations.The primarily aim is to basically understand the springback mechanism by means of the simple models.And finally,conclusions with regard to the springback modeling will be presented.     

Investigation on the Mechanical Properties at Room Temperature of Q and P Steel Sheet With Ultrahigh Strength

Quenching and Partitioning (Q&P) steel is a new type ultrahigh strength steel with transformation induced plasticity (TRIP) effect. Uniaxial tensile experiments of the Q&P steel at room temperature were carried out to investigate the effects of sampling angle and strain rate on its mechanical properties. Experimental results show that the flow stress-strain curve, the hardening component n, the anisotropy coefficient through thickness r and the elongation of the Q&P steel are not sensitive to the sampling angle. However, the hardening component n and the elongation of the Q&P steel decrease with increasing the strain rate. Due to the Q&P steel with TRIP effect, when the strain rate greater, the deformation work will transform to the internal energy of specimen, and the TRIP effect of the Q&P steel will be inhibited, which results in less transformed retained austenite. X ray diffraction experiments were performed to verify it.