400 MPa级超细晶粒热轧带肋钢筋焊接接头的组织和性能

研究了超细晶粒钢筋焊接接头的组织和力学性能。结果表明：经过焊接热循环的作用，虽然热影响区的晶粒明显粗化，但由于所获得的二次组织形态与钢筋原始组织不同，热影响区未发生软化，也不存在焊接接头强度下降的问题。超细晶粒钢筋的碳当量低，具有优良的焊接性，适于采用电渣压力焊、闪光对焊和电弧焊等方法焊接。     

超细晶粒钢及其焊接性

介绍了超细晶粒钢的特点,针对这些特点,讨论了超细晶粒钢的焊接性,其中包括HAZ性能、焊缝性能、HAZ和焊缝的裂纹倾向等。     

400MPa级超细晶粒钢的焊接

对超细晶粒钢在焊接热循环作用下晶粒长大和组织、性能变化的规律进行了研究。400 MPa级钢由于不存在第Ⅱ相粒子对晶粒长大的钉扎作用,晶粒长大趋势明显,焊接热输入越大,长大程度越严重。无论是焊接热模拟试件还是焊接接头硬度测试均表明HAZ不存在软化问题,接头拉伸试验断在远离热影响区的母材上。HAZ粗晶区有较多的侧板条铁素体,但缺口冲击功未显示热影响区的冲击韧性低于母材,尽管试件断口分析说明粗晶区的韧性低于母材。     

焊接参数对超细晶粒钢SS400焊接接头组织和硬度的影响

分别采用J442(/%:≤0.12C、0.3~0.6Mn)、J506(/%:≤0.12C、≤1.6Mn)和J507(/%:≤0.12C、≤1.25Mn)焊条对7 mm SS400钢板(/%:0.18C、0.04Si、0.43Mn、0.022Al、0.002Ca)在热输入6~14 kJ/cm下进行手工电弧焊实验,并通过光学显微镜和显微硬度计观察和测试焊接接头的组织和硬度。结果表明,随焊条合金元素含量的增加,焊缝组织中针状铁素体量增加,当热输入≤10 kJ/cm时,焊接热影响区粗晶尺寸变化不大,当热输入大于10 kJ/cm时,粗晶尺寸明显增大;不同焊接工艺焊接接头的显微硬度均高于母材的显微硬度,没有接头软化现象。     

焊接热循环对X52超细晶粒钢组织与性能的影响

研究了Ｘ５２超细晶粒钢热影响区的组织和性能,发现焊接热循环曲线对其有重要影响,综合考虑ＨＡＺ的组织、性能和接头的质量、最佳的ｔ８／５应控制在５－１０ｓ之间。     

超细晶粒钢的显微组织

分析了以普碳钢成分生产的超细晶粒钢的显微组织。结果表明：工业生产的超细晶粒钢的显微组织由铁素体和珠光体组成,铁素体的晶粒尺寸为4—5μm,组织中珠光体所占体积分数较低。珠光体中渗碳体以短棒状或颗粒状存在,细小的铁素体晶粒使晶粒内的位错塞积密度减少,有利于提高钢的强度和韧性。     

超细晶粒HRB400热轧带肋钢筋的研制

介绍了采用20MnSi生产超细晶粒HRB400（Ⅲ级）小规格热轧带肋钢筋的冶炼及轧制试验工艺.冶炼时完全取消钒氮合金,适当调整了碳当量,采用超细晶粒工艺轧制.检验结果表明,试制的钢筋化学成分均匀,强度高,塑性、韧性、焊接性能良好,无应变时效,强屈比1.35～1.45,晶粒度10～12级,完全符合GB1499-1998要求.     

HRBF500E超细晶粒抗震钢筋的开发

分析了HRBF500E超细晶粒热轧抗震钢筋的技术要求。通过化学成分和控轧控冷工艺的优化设计，不添加任何微合金元素，实现了HRBF500E超细晶粒热轧抗震钢筋的批量生产，产品质量达到了GB1499．2—2007的要求，提高了产品档次和技术含量。     

超细晶粒钢的强韧性研究

研究了工业生产的超细晶粒热轧钢板的强韧性。结果表明：用Q235普碳钢成分生产的超细晶粒热轧钢板的显微组织为铁素体和珠光体,铁素体晶粒尺寸为3～5μm,抗拉强度和屈服强度分别达到510MPa和400MPa以上,超细晶粒热轧钢板不仅具有较高的强度,而且具有较高的延伸率和韧性。     

A Study of Thickness Effect on Fatigue in Thin Welded High Strength Steel Joints

It is well known that the fatigue strength of welded joints decreases when plate thickness increases. This decrease in fatigue strength is known as the thickness effect. In many standards for fatigue design the thickness effect is taken into account for joints with plate thickness typically greater than 25 mm. Previous work has mainly been focused on joints with plate thickness between 12‐200 mm. Less attention has been paid to thinner joints. Published investigations on joints with sheet thickness 2‐12 mm show an increase of fatigue strength with decreasing sheet thickness. In the present study results from constant amplitude fatigue testing of non‐load carrying welded joints in high strength steel of thickness 3‐12 mm are presented. The results show an increase in fatigue strength with decreasing sheet thickness down to 3 mm. Fracture mechanics calculations confirm the test results.     

超细晶钢在不同温度下塑性变形机制的研究

将晶粒尺寸分别为2、7、80μm的微合金钢在295～973K温度范围内进行单轴拉伸试验，通过对比分析3种不同晶粒尺寸微合金钢的工程应力一应变曲线及微观组织，讨论了超细晶粒钢在不同温度下的塑性变形机制。在295～473K范围内，3种不同晶粒尺寸微合金钢的塑性变形机制以位错运动为主；在573K，晶界滑动开始在超细晶粒钢中出现，在973K，成为塑性变形的主导机制；粗晶粒钢在573～973K范围内以位错运动为塑性变形的主要机制。     

Fatigue Strength Improvement of Welded Joint by Ultrasonic Peening in Ultra-Fine Grain Steel

Thefatiguestrengthisthemostimportantser vicepropertyofaweldedjoint .Duetotheexistenceoftensileresidualstressesand geometricaldisconti nuityacrosstheweld ,thefailurenormallyoccursattheweldedjoint .Hence ,itiscommonforimportantstructurestoapplyastressrelievingheattreatmentafterwelding .Thisis ,however ,prohibitedforweldedjointsinultra finegrainsteels .Thegrainre finementistheonlystrengtheningmethodthaten hancesbothstrengthandtoughness .IntheNationalKeyFundamentalResearchDevelopmentProject“th…     

Fatigue Property of Low Cost and High Strength Wheel Steel for Commercial Vehicle

 The fatigue properties of the newly developed wheel steel used for commercial vehicles were studied using push pull axial loading fatigue tests with stress ratio R=-1. Q235B steel, which is conventionally applied to commercial vehicle wheels, was also analyzed for comparison. Although the chemical composition and microstructure (ferrite and pearlite) of newly developed wheel steel were similar to those of Q235B, the 107 cycles fatigue limit of the new wheel steel was 260 MPa, which is 24% higher than that of Q235B (210 MPa). The improvement of the fatigue strength of the new wheel steel can be attributed to grain refinement. In order to investigate the effect of the decrease in thickness of the wheel steel on the fatigue property of the wheel, dynamic cornering fatigue tests were conducted on full scale wheels with the model of 825×225. The results indicated that the newly developed wheel steel had outstanding fatigue life even if the mass loss was 10% in comparison with Q235B.     

夹杂对高强钢超高周疲劳行为的影响

概述了夹杂对高强钢超高周疲劳行为影响研究的进展,探讨了临界夹杂尺寸和零夹杂钢的疲劳特性,得出夹杂尺寸对S-N曲线特性的影响.建议采用新的统计方法评估钢中夹杂尺寸、分布及其对疲劳强度的影响.     

Microstructure Evolving Behaviors of Undercooled Ultrafine Austenite Grains During Deformation

 Samples with ultrafine grained austenite were prepared by repetitive rapid heating and quenching for three times and were used to investigate the dynamic microstructural evolving behaviors at different temperatures. A simultaneous development of dynamic strain induced transformation (DSIT) and austenite grain growth was detected at the deformation temperatures above Ar3, while only DSIT happened as the deformation proceeded at lower temperatures close to and below Ar3. In addition, a reverse ferrite to austenite transformation was also observed. Most of the strain induced ferrite nucleated on the boundaries of ultrafine prior austenite grains, especially at the corners and no evidence about intragranular nucleus was obviously obtained.     

Cu-P-Cr-Ni-Nb系超细组织高强度耐大气腐蚀钢带开发

对传统345 MPa级Cu P Cr Ni系列09CuPCrNi钢采用Nb微合金化和低温控轧技术。研究结果表明,采用该项技术可使钢带获得超细晶组织,晶粒尺寸可细化至3 5~4 8μm,强度大幅度提高,钢带的屈服强度可达到500 MPa,同时,工业试验获得的超细晶高强度钢带仍具有良好的韧性、耐大气腐蚀性能和焊接性能。     

1 500 MPa级贝氏体/马氏体复相高强度钢的疲劳特性

对于一种C-Si-Mn-Cr合金,通过900 ℃奥氏体化20 min、空冷及280 ℃和370 ℃回火2 h,获得了抗拉强度为1 500 MPa的新型贝氏体/马氏体(B/M)复相组织高强度钢.利用疲劳实验研究了B/M复相高强度钢的疲劳极限,并采用C-T试样测定了疲劳裂纹扩展速率曲线.结果表明,B/M复相高强度钢的疲劳极限超过700 MPa,疲劳裂纹门槛值约为12.7 MPa*m1/2;经370 ℃回火的B/M复相高强度钢疲劳裂纹扩展速率较280 ℃回火时低;这种钢的疲劳性能较常规调质处理的高强度钢有所改善.