OALib Journal期刊
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960mpa高强度钢材对接焊缝的低温断裂韧性*
Keywords: 金属材料,高强度钢材,对接焊缝,低温,断裂韧性,裂纹尖端张开位移
Abstract:
?对14mm厚的960mpa结构钢材的对接焊缝进行了低温断裂韧性试验,采用三点弯曲试件,以裂纹尖端张开位移ctod为指标,对960mpa高强度钢材焊缝的断裂行为进行分析。计算出母材、焊缝区和热影响区的断裂韧性ctod临界值δm与温度的关系,采用boltzmann函数对其结果进行拟合分析,得到韧脆转变温度,并对其断裂微观机理进行分析。结果表明:断裂韧性ctod临界值δm随温度降低呈下降趋势,与q235、q345、q390及q460相比,960mpa高强度钢材的δm值最低,其焊接热影响区的δm值比焊缝金属和母材均小,其韧脆转变温度也较高(-12.45℃),低温冷脆特征更加显著。
References
[1] | 1shigang,shiyongjiu,wangyuanqing,engineeringapplicationofultra-highstrengthsteel,progressinsteelbuildingstructure,10(4),32(2008)
|
[2] | (施刚,王元清,石永久,高强度钢材轴心受压构件的受力性能,建筑结构学报,30(2),92(2009))
|
[3] | 3g.pocock,highstrengthsteeluseinaustralia,japanandtheus,thestructuralengineer,(11),27(2006)
|
[4] | 4shigang,shiyongjiu,wangyuanqing,analysisonoverallbucklingbehaviourofultra-highstrengthsteelcolumnsbyansys,journalofjilinuniversity(engineeringandtechnologyedition),39(1),113(2009)
|
[5] | (施刚,石永久,王元清,运用ansys分析超高强度钢材钢柱整体稳定特性,吉林大学学报(工学版),39(1),113(2009))
|
[6] | 5wangyuanqing,zhouhui,xiwang,shiyongjiu,experimentalstudyonmechanicalpropertiesofthermitjointsofrailsteelsatlowtemperature,transactionsofthechinaweldinginstitution,31(7),13(2010)
|
[7] | 9y.m.wu,y.q.wang,y.j.shi,effectsoflowtemperatureonpropertiesofstructuralsteels,journalofuniversityofscienceandtechnologybeijing,11(5),442(2004)
|
[8] | 10wangyuanqing,zhouhui,shiyongjiu,huzongwen,chenhong,experimentalstudyonfracturetoughnessofbuttweldinthickplatesteelstructuresatlowtemperature,journalofharbininstituteoftechnology,44(6),115(2012)
|
[9] | (施刚,石永久,王元清,超高强度钢材钢结构的工程应用,建筑钢结构进展,10(4),32(2008))
|
[10] | 2shigang,wangyuanqing,shiyongjiu,behaviorofhighstrengthsteelcolumnsunderaxialcompression,journalofbuildingstructures,30(2),92(2009)
|
[11] | (王元清,周晖,奚望,石永久,铁路钢轨铝热焊接接头的低温力学性能试验,焊接学报,31(7),13(2010))
|
[12] | 6wangyuanqing,linyun,zhangyannian,shiyongjiu,experimentalstudyonthefracturetoughnessofbuttweldofq460chigh-strengthconstructionsteel,transactionsofthechinaweldinginstitution,33(9),5(2012)
|
[13] | (王元清,林云,张延年,石永久,高强结构钢材q460c焊缝连接的断裂韧性试验研究,焊接学报,33(9),5(2012))
|
[14] | 7liuxiyue,wangyuanqing,shiyongjiu,chenhong,progressonresearchforbrittlefactureofsteelstructureconstructedwithhigh-strengthsteel,steelstructure(s),135(2012)
|
[15] | (刘希月,王元清,石永久,陈宏,高强度钢材钢结构构造及节点脆性断裂的研究,钢结构(增刊),135(2012))
|
[16] | 8internationalassociationforbridgeandstructuralengineering,useandapplicationofhigh-performancesteelsforsteelstructures(zurich,iabse,2005)p.156
|
[17] | (王元清,周晖,石永久,胡宗文,陈宏,钢结构厚板对接焊缝的低温断裂韧性试验,哈尔滨工业大学学报,44(6),115(2012))
|
[18] | 11j.m.barsom,s.t.rolfe,fractureandfatiguecontrolinstructures:applicationsoffracturemechanics,3rdedition(astm,westconshohocken,pa.,1999)p.185
|
[19] | 12y.q.wang,h.zhou,y.j.shi,fracturebehavioranalysesofweldedbeam-to-columnconnectionsbasedonelasticandinelasticfracturemechanics,internationaljournalofsteelstructures,10(3),253(2010)
|
[20] | 13wangyuanqing,linyun,zhangyannian,shiyongjiu,experimentalstudyonthefracturetoughnessofq460chigh-strengthsteelatlowtemperature,journalofjilinuniversity(engineeringandtechnologyedition),42(3),639(2012)
|
[21] | (王元清,林云,张延年,石永久,高强度钢材q460c断裂韧性低温试验研究,吉林大学学报(工学版),42(3),639(2012))
|
[22] | 14bureauoftechnicalsupervisionofthepeople’srepublicofchina,gb/t21143-2007metallicmaterialsunifiedmethodoftestfordeterminationofquasistaticfracturetoughness,(beijing,standardspressofchina,2007)
|
[23] | (中华人民共和国国家技术监督局,gb/t21143-2007金属材料准静态断裂韧度的统一试验方法,(北京,中国标准出版社,2007))
|
[24] | 15wuyanmin,researchformechanismofbrittlefractureofstructuralsteelanditsengineeringdesignmethod,phdthesis,tsinghuauniversity(2004)
|
[25] | (武延民,钢结构脆性断裂的力学机理及其工程设计方法研究,博士学位论文,清华大学(2004))
|
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