转向架用SMA490BW钢焊接接头超高周疲劳性能

采用超声疲劳试验方法对SMA490BW钢焊接接头的超高周疲劳性能进行研究,通过X射线应力仪对焊接试样残余应力进行测试,采用扫描电镜对疲劳裂纹的萌生、扩展及疲劳断裂机理进行观察和分析. 结果表明,SMA490BW钢母材的疲劳性能远高于焊接接头,在1 × 108循环周次条件下,接头的疲劳强度为141 MPa,仅为母材的44.2%. 接头裂纹主要萌生于焊趾表面缺陷处,疲劳断裂机理表现为准解理断裂, 并伴有塑性变形痕迹. 焊趾处几何不连续造成的应力集中和焊缝及其附近区域一定的残余拉应力,以及接头各微区组织和性能的不均匀性,是导致焊接接头疲劳性能偏低的主要原因.     

径向间隙对304L不锈钢振动疲劳性能的影响

基于疲劳试验和有限元分析，研究径向间隙对插套焊疲劳性能的影响. 疲劳试验表明，应力比较大时，试样易在焊趾处失效，焊趾处裂纹由外向内扩展；应力比较小时，易在焊根处失效，焊根处裂纹由内向外扩展. 未失效试样径向间隙高于失效试样. 利用有限元软件建立了插套焊有限元模型，分析了径向间隙对焊根和焊点处疲劳性能的影响. 结果表明，相对于0.1 mm的径向间隙，0.4 mm径向间隙能降低焊根和焊趾处的应力，降低幅度分别为14%和1.4%，径向间隙越大，焊根和焊趾处的应力峰值越小，疲劳性能越好.     

错边对钢悬链立管横焊接头疲劳性能的影响

采用填丝TIG方法进行了不同错边量的立管环缝横焊试验,对其接头试样在80,120和175 MPa应力范围下进行了疲劳试验,研究错边对横焊环缝接头疲劳性能的影响. 结果表明,错边方式对横焊接头疲劳裂纹起裂位置有重要影响,“上错边”接头的疲劳裂纹主要从根部焊趾上侧起裂,无错边接头的疲劳裂纹主要从根部焊趾下侧起裂,而“下错边”接头的疲劳裂纹则全部从根部焊趾下侧起裂;在相同应力范围下,试样的疲劳循环周次随错边量的增大而降低,当错边量超过0.60 mm后,疲劳循环周次会显著下降.     

铝合金焊接接头冲击强化的性能

为了提高铝合金焊接接头的力学性能,试验分别采用超声波和调Q脉冲YAG激光对A6061-T6铝合金焊接接头焊趾附近处进行冲击强化,研究了超声波和激光冲击强化下铝合金焊接接头的性能.两种冲击强化模式下,铝合金焊接接头焊趾处近表面均发生了冲击强化效果,并产生了较大的残余压应力,超声波和激光冲击强化后产生的最大残余压应力分别为 -158 MPa和 -145 MPa左右.超声波与激光冲击强化铝合金焊接接头的疲劳寿命差别不大,均比焊态下试样的疲劳寿命提高1倍以上.两种冲击强化方法的疲劳试验样件断裂位置均发生在基体金属上,而焊趾处没有疲劳裂纹产生.     

焊趾TIG熔修对10Ni5CrMoV钢焊接节点疲劳性能的影响

对焊趾氩弧(tungsten-arc inert-gas welding,TIG)熔修与否的10Ni5CrMoV钢大角度焊接节点进行了疲劳试验,比较了相同加载条件下的疲劳寿命、载荷与位移关系及疲劳裂纹启裂位置,同时测量了焊接接头残余应力,并采用有限元计算方法对承载条件下焊接节点的应力应变场进行了分析.结果表明,焊趾TIG熔修显著提高了10Ni5CrMoV钢焊接节点的疲劳性能,在相同承载条件下使焊接节点的疲劳寿命提高了34%.其主要原因在于TIG熔修能有效改善焊趾处的几何形状、降低应力集中程度,从而降低焊趾在承载条件下的应力应变水平,使焊接接头疲劳性能得到提高.     

平板焊接接头裂纹扩展中残余应力重分布的数值模拟

高强度钢平板焊接接头在焊趾处易萌生表面裂纹,裂纹的产生和扩展均会对其焊接残余应力产生一定的影响,进而影响残余应力对结构疲劳强度影响的评估。首先采用ANSYS的APDL语言编写平板焊接接头残余应力数值模拟程序,得到完整结构的初始焊接残余应力的分布规律。然后采用Zen Crack软件模拟半椭圆型初始表面裂纹,并分析结构在出现初始裂纹后残余应力的分布规律。最后施加循环疲劳载荷进行裂纹扩展分析,得到裂纹扩展中的残余应力的重分布规律。     

超声冲击改善MB8镁合金焊接接头超高周疲劳性能机理探究

通过超声疲劳试验探究超声冲击对MB8镁合金焊接接头超高周疲劳性能的影响。同时,从应力集中、残余应力、晶粒细化等三个因素来探究超声冲击改善MB8镁合金焊接接头超高周疲劳性能的机理。结果表明：在1.0×108寿命下,焊态试样疲劳强度为31.62MPa,冲击态试样疲劳强度为39.81MPa,冲击态试样疲劳强度相较于焊态提高了26%。这说明超声冲击可以明显提高MB8镁合金焊接接头超高周疲劳性能。焊态试样焊趾处应力集中系数Kt1=1.95,冲击态试样焊趾处应力集中系数Kt2=1.67,应力集中系数降低了14.4%,所以超声冲击可以降低焊趾处的应力集中程度。超声冲击后试样焊趾处的应力由残余拉应力转变成残余压应力。超声冲击细化焊趾表面晶粒改善MB8镁合金焊接接头的超高周疲劳性能。     

超声冲击改善MB8镁合金焊接接头超高周疲劳性能的机理

通过超声疲劳试验探究超声冲击对MB8镁合金焊接接头超高周疲劳性能的影响。同时,从应力集中、残余应力、晶粒细化等3个因素来探究超声冲击改善MB8镁合金焊接接头超高周疲劳性能的机理。结果表明:在1.0×108疲劳寿命下,焊态试样疲劳强度为31.62 MPa,冲击态试样疲劳强度为39.81 MPa,冲击态试样疲劳强度相较于焊态提高了26%。这说明超声冲击可以明显提高MB8镁合金焊接接头超高周疲劳性能。焊态试样焊趾处应力集中系数K_(t1)=1.95,冲击态试样焊趾处应力集中系数K_(t2)=1.67,应力集中系数降低了14.4%,所以超声冲击可以降低焊趾处的应力集中程度。超声冲击后试样焊趾处的应力由残余拉应力转变成残余压应力。超声冲击细化了焊趾表面晶粒从而改善了MB8镁合金焊接接头的超高周疲劳性能。     

超声冲击对MB8镁合金对接接头疲劳性能的影响

采用HJ-Ⅲ型超声冲击设备对MB8镁合金对接接头焊趾区域进行冲击处理.利用EHF-EM200K2-070-1A电液伺服疲劳试验机对超声冲击前后的MB8镁合金对接接头进行疲劳对比试验.采用光学显微镜和高分辨率的透射电镜对超声冲击后的MB8镁合金对接接头的表层组织进行了分析.结果表明,在试验循环基数为2×106周次的条件下,超声冲击态接头的疲劳强度为52.8 MPa,比焊态试样的疲劳强度提高了37.5%,在同等应力水平下,接头的疲劳寿命提高了58～65倍.超声冲击后,焊趾处的应力集中程度降低,焊址及附近区域发生明显塑性变形,变形层厚度大约为70 μm,并在焊趾表面获得了纳米晶组织,同时把焊接残余拉应力转变为压缩应力.超声冲击可以大幅度地提高MB8镁合金焊接接头的疲劳寿命.     

装配条件对X80钢外根焊接头成分与性能的影响

摘要： X80钢管道铜衬垫外根焊全自动焊接过程中,装配条件的改变对铜衬垫熔化导致的Cu元素向焊缝扩散及接头的力学性能具有一定影响。系统地分析了不同对口间隙与错边量对X80钢管道铜衬垫外根焊全自动电弧焊接接头的Cu元素含量和力学性能的影响。通过能谱分析和化学成分分析对焊缝中的Cu元素含量进行表征,利用拉伸试验、常温冲击试验及背弯和侧弯试验测量不同装配条件下接头的力学性能。结果表明,对口间隙大于1.0 mm或错边量大于3.0 mm的装配条件下焊缝成形质量差;在保证获得良好焊缝成形的条件下,对口间隙和错边量的增大会导致根焊层底部Cu含量的增加,但不同条件下焊缝的Cu元素含量均低于0.5%(质量分数),铜衬垫的使用对焊缝Cu元素含量影响不大。接头的力学性能测试结果显示,不同装配条件下得到的接头抗拉强度和冲击韧性差异较小,且拉伸试样均断裂在母材位置,热影响区的冲击韧性优于焊缝,而对口间隙和错边量的增加会降低接头的弯曲性能。 创新点： 研究了不同装配条件对X80钢管道铜衬垫外根焊接头的Cu元素含量和力学性能的影响,发现对口间隙和错边量的增大会导致根焊层底部Cu元素含量的少量增加及接头弯曲性能的下降,而对接头的抗拉强度及冲击韧性无显著影响。     

高强管线钢的焊接性及其焊接接头的耐腐蚀性

近年来,油气输送管道朝大管径方向发展,输送介质复杂,输送压力增大,使用条件越来越苛刘,因而管道材料的研究正朝着具有高强度、高韧性以及优良的现场焊接性等多方面性能发展,国产高强X70管线钢已在西气东输工程中投入使用。由于焊接工艺是输气管道铺设的主要工艺之一,高压输送管道的焊接部位,尤其是铺设管道环焊部位是失效事故的多发位王,因此,针对国产X70,XSO管线钢从焊接方法、焊接材料等方面进行了阐述,分析了其焊接性,并进一步讨论了其焊接接头的耐腐蚀性能。     

Research on laser-arc hybrid welding technology for long-distance pipeline construction

In recent years,the research on pipeline laser-arc hybrid welding technology has been the important and difficult in the field of welding all over the world. China Petroleum Pipeline Research Institute Co. Ltd. has firstly developed pipeline laser-arc hybrid welding system in China,and executed the welding tests based on X70/X80 steel. Preliminary experiment results showed that hybrid welding could meet the requirements of related standards such as API1104,ASME,etc.,the mechanical properties of girth seam are qualified in the case that there were no internal defects. With the development of high-power fiber laser and the continuous improvement of welding equipment,laser-arc hybrid welding technology for pipeline field welding will be available soon.     

Experimental and numerical investigation on combined girth welding of API X80 pipeline steel

Abstract

API X80 pipeline steel is widely used in natural gas and oil transportation. In this study, X80 pipeline steels with 18.4?mm thickness and 1219?mm diameter, made in China, were welded by a combined girth welding technology. Experimental results showed that microstructures in weld metal and coarse grain heat affected zone are mainly composed of coarsening bainite grains with dimensions of 20–50?μm, and Vickers hardness in weld seam is lowered by the seven-pass welding process. Simulated results illustrated that repeatedly thermal cycles imposed by the combined multipass girth welding process easily result in softened weld joints. The predicted microstructures, phase compositions and hardness in weld metal are in agreement with the measured ones. The results could be applied to optimise this combined girth welding process and improve the weld quality of API X80 pipeline steel and even higher grade pipeline steels.     

X70管线钢熔合区裂纹与焊接工艺的关系 孙咸

探讨了X70管线钢中熔合区裂纹与焊接工艺的关系。结果表明,在铁研试件中出现的沿熔合线分布的裂纹属于氢致冷裂纹。当冷裂纹三要素集中于X70管线钢熔合区的粗晶区时,该区成为接头的薄弱环节,极易形成裂纹。在裂纹影响因素中,熔合区组织特性是裂纹产生的必要条件,应力水平和氢的分布特征则是充分条件。焊接工艺与裂纹的关系实质上反映的是焊缝中氢和应力与裂纹间的关系。工程上常用焊缝中残留的扩散氢量最小化、不足以引发氢致冷裂纹的“焊缝金属低氢化”综合工艺,并获得了满意的效果。     

X80M管线钢铜衬垫外根焊接头冷裂敏感性分析

开展了不同装配条件下大厚度、大管径X80M管线钢铜衬垫外根焊接头的冷裂敏感性分析. 采用碳当量法和应力场模拟等方法,研究了不同装配条件对接头冷裂倾向的影响. 结果表明,接头顶部盖面层的热影响区和底部根焊层是X80M管线钢焊接接头的最薄弱区域,冷裂倾向最大. 对口间隙从0 ~ 0.5 mm增大至0.6 ~ 1 mm后,焊缝区根焊层的相对碳当量提高16.6%,增大了冷裂倾向. 错边量提高使得接头盖面层热影响区淬硬性增大,冷裂敏感性增大. 错边量和对口间隙增加均会导致焊后残余拉应力的进一步增大,错边量增大也会导致接头错边区域存在应力集中,错边量从0 mm增加为3 mm,其焊缝区根焊层凹角处残余应力峰值增加52.4%. 因此,X80M管线钢电弧焊接过程需尽量减小对口间隙和错边量以降低冷裂倾向.     

API X65管道深水铺设GMAW横向焊接温度场

为了应对管道深水铺设GMAW横向焊接熔池下坠、窄坡口、无衬垫等挑战,建立了管道三维模型并进行了网格划分,利用材料软件生成了API X65温度场材料数据库,通过模拟温度场云图与实际焊缝截面的匹配校核了Goldak双椭球热源模型,管道焊接温度场分布SYSWELD软件模拟结果与实际焊接过程相符合. 建立了焊接温度场测试系统,通过背孔法埋设的热电偶测量了API X65管线钢平板焊接的热循环曲线. 测试曲线与SYSWELD仿真曲线具有相同的温度升降趋势,上板节点温度也均明显低于下板节点温度. 采用焊缝截面平均热循环曲线作为热源进行了多道焊模拟,并进行了试验. 结果表明,多道焊焊接变形是由焊接工艺参数与残余应力释放共同确定的.     

Microstructure and fatigue resistance of high strength dual phase steel welded with gas metal arc welding and plasma arc welding processes

This study presents the microstructure and high cycle fatigue performance of lap shear joints of dual phase steel (DP590) welded using gas metal arc welding (GMAW) and plasma arc welding (PAW) processes. High cycle fatigue tests were conducted on single and double lap joints under a load ratio of 0.1 and a frequency of 20 Hz. In order to establish a basis for comparison, both weldments were fabricated to have the same weld depth in the plate thickness. The PAW specimens exhibited a higher fatigue life, a gentle S-N slope, and a higher fatigue limit than the GMAW specimens. The improvement in the fatigue life of the PAW specimens was primarily attributed to the geometry effect that exhibited lower and wider beads resulting in a lower stress concentration at the weld toe where cracks initiate and propagate. Furthermore, the microstructural constituents in the heat-affected zone (HAZ) of the PAW specimens contributed to the improvement. The higher volume fraction of acicular ferrite in the HAZ beneath the weld toe enhanced the PAW specimen’s resistance to fatigue crack growth. The double lap joints displayed a higher fatigue life than the single lap joints without changing the S-N slope.     

Study on ductile crack initiation limit from notch root of pipeline girth welded joints with strength mismatch

This study investigated ductile crack initiation limit of pipeline girth welded joints with different strength mismatches. The ductile crack initiation limit for the girth welded joints was evaluated by conducting three-point bending fracture toughness tests and wide plate tensile tests with a surface notch. In addition, effect of heat input on the ductile crack initiation limit of weld metal (WM) was evaluated on the assumption that a welding condition would be varied in the field in the actual pipeline construction. As the results, the equivalent plastic strain at the notch tip for the ductile crack initiation of the three-point bending tests was consistent with those of the wide plate tests, and the heat input hardly affected the ductile crack initiation limit within the range of this study. This meant that the ductile crack initiation limit of the pipeline girth welded joints with strength mis-match was able to be estimated using the equivalent plastic strain obtained from the three-point bending tests. Based on these results, we proposed a procedure to determine the rational fracture toughness requirements which took into account the difference in the plastic constraint between standard fracture toughness test and pipeline girth welded joints. This procedure was also possible to determine the required strength matching level for a strain-based design for girth welded joint containing surface notch in the centre of the WM in terms of preventing the ductile crack initiation.     

Oblique Y-groove cracking test of the welding cold cracking susceptibility of domestic X-70 pipeline steel

“Gas Transmitting From West to East Project“ is significant.it should ensure the welding quality and safety of pipeline.The task is very arduous to guarantee the quality of the projcet in the condition of long line.complex weather and geolgy features.in this paper,the welding cold cracking susceptibility of domestic X-70 pipeline steel adopted by the project, which is one of the most interesting questions of welding quality about petrol pipeline,was studied by means of oblique Ygroove cracking test.The crack ration of surface and section was tested under the conditions of different welding materials and preheat temperature.The thickness of plate stell was 14.7mm and 10.3mm.The results reveal that X-70 pipeline steel has good crack resistance.The research has important value for the construction of large-scale pipeline engineering and the application of domestic X-70 pipeline steel.