网架结构在悬挂吊车作用下疲劳问题研究进展
|
摘要
在悬挂吊车作用下网架结构的疲劳问题备受工程界和学术界的关注,但网架结构是否存在疲劳问题,如何进行疲劳验算,《网架结构设计与施工规程》(JGJ7-91)以及《钢结构设计规范》(GB50017-2003)之中至今尚无明确规定,这极大地制约网架结构在工业厂房中的推广应用.本文广泛收集并列举了52例国内设置悬挂吊车的网架结构工程事例,明确提出网架结构在悬挂吊车作用下应该进行疲劳验算的论据.高度概括了20多年来国内学者针对网架结构常用的焊接空心球节点以及螺栓球节点疲劳性能所取得的理论与试验研究成果.最后,指明了网架结构在悬挂吊车作用下疲劳问题亟待解决的热点以及研究的有效途径.
The fatigue of grid structure is focused greatly in engineering and academic field.But whether the grid structure exists fatigue problems and how to calculate fatigue are not involved in grid structure design and construction rules(JGJ7-91) and steel structure design specification(GB50017-2003),which greatly restricted the popularization and application of grid structure in industry workshop.This paper collects extensively and lists 52 typical projects with suspension cranes and puts forward the conclusion that grid structure in suspension crane should calculate fatigue.Theory and experiment results of domestic scholars in 20 years in fatigue performance of welded hollow sphere joints and bolts sphere joints are summarized and some suggestions and methods are proposed about fatigue problems.
The fatigue of grid structure is focused greatly in engineering and academic field.But whether the grid structure exists fatigue problems and how to calculate fatigue are not involved in grid structure design and construction rules(JGJ7-91) and steel structure design specification(GB50017-2003),which greatly restricted the popularization and application of grid structure in industry workshop.This paper collects extensively and lists 52 typical projects with suspension cranes and puts forward the conclusion that grid structure in suspension crane should calculate fatigue.Theory and experiment results of domestic scholars in 20 years in fatigue performance of welded hollow sphere joints and bolts sphere joints are summarized and some suggestions and methods are proposed about fatigue problems.
引文
[1]GB50017-2003.钢结构设计规范[S].北京:中国建筑工业出版社,2003.
[2]雷宏刚.焊接空心球节点的球面应力分析[J].太原理工大学学报,1994,25(1):10-17.LEI Hong-gang.Welding hollow balls node of sphericalstress analysis[J].Taiyuan University of Technology,1994,25(1):10-17.
[3]雷宏刚,裴艳,刘丽君.高强度螺栓疲劳缺口系数的有限元分析[J].工程力学,2008,25,增刊:49-53.LEI Hong-gang,PEI Yan,LI U Li-jun.High strengthbolts fatigue gap coefficient of finite element analysis[J].Engineering Mechanics(Suppl),2008:49-53.
[4]雷宏刚.网架焊接空心球节点的研究现状及动向[A].第六届空间结构学术会议论文集[C].北京:地震出版社,1992:872-876.
[5]雷宏刚.网架焊接空心球节点静力及疲劳性能研究[J].建筑结构学报,1993,14(1):2-7.LEI Hong-gang.The static and fatigue study on weldinghollow balls in grid structure[J].Journal of BuildingStructures,1993,14(1):2-7.
[6]徐国彬,崔杰.网架结构疲劳及其疲劳寿命计算[J].建筑结构学报,1994,15(8):25-34.XU Guo-bin,CUI Jie.The fatigue and fatigue life calcu-lation on grid structure[J].Journal of Building Struc-tures,1994,15(8):25-34.
[7]冯秀娟,林醒山,潘文.在悬挂吊车作用下螺栓球节点网架的疲劳性能[J].建筑结构学报,1995:16(4):3-12.FENG Xiu-juan,LIN Xin-shan,PAN Wen.The fatigue per-formance of grid structure with bolt ball node in suspensioncrane[J].Journal of Building Structures,1995,16(4):3-12.
[8]JGJ7—91.网架结构设计与施工规程[S].北京:中国建筑工业出版社,1991.
[9]五机部六院.网架钢管焊接球节点单向疲劳试验报告[R].1979
[10]肖毓凯,秦冬祺,马庆如.十字板-球节点的疲劳强度[A].第六届空间结构学术会议论文集[C].北京:地震出版社,1992:897-901.
[11]雷宏刚,董超,尹德钰.螺栓球节点网架疲劳载荷谱的理论研究[A].第十届空间结构学术会议论文集[C].北京:中国建材工业出版社,2002:130-134.
[12]雷宏刚,毕朝锐,董超.在悬挂吊车作用下网架结构理论疲劳载荷谱的建立[J].钢结构,2004,增刊:371-375.LEI Hong-gang,BI Chao-rui,DONG Chao.Building thetheory fatigue load spectrumof grid structure in suspensioncrane[J].Steel Structure(suppl),2004:371-375.
[13]LEI Hong-gang,DONG Chao,PEI Yan.The expert treat-ment system of fatigue loading spectrumfor long-span gridstructures[J].Seismological Press,2001,2:944-949.
[14]雷宏刚,刘丽君,闫亚杰.螺栓球节点网架中高强螺栓的疲劳影响因素分析[J].钢结构,2002,增刊:217-222.LEI Hong-gang,LIU Li-jun,YAN Ya-jie.The analysis offatigue factors on high-strength bolts[J].Steel Structure(suppl),2002:217-222.
[15]雷宏刚,闫亚杰,刘丽君.螺栓球节点网架疲劳实验装置的优化设计[J].钢结构,2002,增刊:321-324.LEI Hong-gang,YAN Ya-jie,LIU Li-jun.Opti mization de-sign of fatigue test equipment on grid structure with bolt ballnode[J].Steel Structure(suppl),2002:321-324.
[16]雷宏刚.螺栓球节点网架变幅疲劳性能的研究构想[J].钢结构,2000,增刊:206-208.LEI Hong-gang.The vary-amplitude fatigue studyplans on grid structure with bolt ball node[J].SteelStructure(suppl),2000:206-208.
[17]雷宏刚.螺栓球节点网架常幅疲劳试验数据再分析[J].钢结构,2000,增刊:202-205.LEI Hong-gang.The constant-amplitude fatigue testdata analysis again on grid structure with bolt ball node[J].Steel Structure(suppl),2000:202-205.
[18]雷宏刚,毕朝锐,刘丽君.M20高强螺栓变幅疲劳试验研究及疲劳寿命估算[J].钢结构,2002,增刊:256-261.LEI Hong-gang,BI Chao-rui,LIU Li-jin.The vary-amplitudefatigue tests and fatigue life calculation on high-strength boltM20[J].Steel Structure(suppl),2002:256-261.
[19]雷宏刚,闫亚杰,刘丽君.螺栓球节点网架常幅疲劳性能试验研究[J].钢结构,2004,增刊:376-381.LEI Hong-gang,YAN Ya-jie,LIU Li-jun.The constant-amplitude fatigue test research on grid structure with boltball node[J].Steel Structure(suppl),2004:376-381.
[20]LEI Hong-gang,PEI Yan,DONG Chao.The testing re-search on equal-amplitude fatigue behaving of long-span gridstructure[J].Seismological Press,2001,2:962-966.
[21]雷宏刚,李宇,焦晋峰.螺栓球节点网架中M20高强螺栓的疲劳断口分析[J].钢结构,2004,增刊:363-370.LEI Hong-gang,LI Yu,JIAO Jin-feng.Fatigue fracture a-nalysis on high-strength bolt M20in grid structure with boltball node[J].Steel Structure(suppl),2004:363-370.
[2]雷宏刚.焊接空心球节点的球面应力分析[J].太原理工大学学报,1994,25(1):10-17.LEI Hong-gang.Welding hollow balls node of sphericalstress analysis[J].Taiyuan University of Technology,1994,25(1):10-17.
[3]雷宏刚,裴艳,刘丽君.高强度螺栓疲劳缺口系数的有限元分析[J].工程力学,2008,25,增刊:49-53.LEI Hong-gang,PEI Yan,LI U Li-jun.High strengthbolts fatigue gap coefficient of finite element analysis[J].Engineering Mechanics(Suppl),2008:49-53.
[4]雷宏刚.网架焊接空心球节点的研究现状及动向[A].第六届空间结构学术会议论文集[C].北京:地震出版社,1992:872-876.
[5]雷宏刚.网架焊接空心球节点静力及疲劳性能研究[J].建筑结构学报,1993,14(1):2-7.LEI Hong-gang.The static and fatigue study on weldinghollow balls in grid structure[J].Journal of BuildingStructures,1993,14(1):2-7.
[6]徐国彬,崔杰.网架结构疲劳及其疲劳寿命计算[J].建筑结构学报,1994,15(8):25-34.XU Guo-bin,CUI Jie.The fatigue and fatigue life calcu-lation on grid structure[J].Journal of Building Struc-tures,1994,15(8):25-34.
[7]冯秀娟,林醒山,潘文.在悬挂吊车作用下螺栓球节点网架的疲劳性能[J].建筑结构学报,1995:16(4):3-12.FENG Xiu-juan,LIN Xin-shan,PAN Wen.The fatigue per-formance of grid structure with bolt ball node in suspensioncrane[J].Journal of Building Structures,1995,16(4):3-12.
[8]JGJ7—91.网架结构设计与施工规程[S].北京:中国建筑工业出版社,1991.
[9]五机部六院.网架钢管焊接球节点单向疲劳试验报告[R].1979
[10]肖毓凯,秦冬祺,马庆如.十字板-球节点的疲劳强度[A].第六届空间结构学术会议论文集[C].北京:地震出版社,1992:897-901.
[11]雷宏刚,董超,尹德钰.螺栓球节点网架疲劳载荷谱的理论研究[A].第十届空间结构学术会议论文集[C].北京:中国建材工业出版社,2002:130-134.
[12]雷宏刚,毕朝锐,董超.在悬挂吊车作用下网架结构理论疲劳载荷谱的建立[J].钢结构,2004,增刊:371-375.LEI Hong-gang,BI Chao-rui,DONG Chao.Building thetheory fatigue load spectrumof grid structure in suspensioncrane[J].Steel Structure(suppl),2004:371-375.
[13]LEI Hong-gang,DONG Chao,PEI Yan.The expert treat-ment system of fatigue loading spectrumfor long-span gridstructures[J].Seismological Press,2001,2:944-949.
[14]雷宏刚,刘丽君,闫亚杰.螺栓球节点网架中高强螺栓的疲劳影响因素分析[J].钢结构,2002,增刊:217-222.LEI Hong-gang,LIU Li-jun,YAN Ya-jie.The analysis offatigue factors on high-strength bolts[J].Steel Structure(suppl),2002:217-222.
[15]雷宏刚,闫亚杰,刘丽君.螺栓球节点网架疲劳实验装置的优化设计[J].钢结构,2002,增刊:321-324.LEI Hong-gang,YAN Ya-jie,LIU Li-jun.Opti mization de-sign of fatigue test equipment on grid structure with bolt ballnode[J].Steel Structure(suppl),2002:321-324.
[16]雷宏刚.螺栓球节点网架变幅疲劳性能的研究构想[J].钢结构,2000,增刊:206-208.LEI Hong-gang.The vary-amplitude fatigue studyplans on grid structure with bolt ball node[J].SteelStructure(suppl),2000:206-208.
[17]雷宏刚.螺栓球节点网架常幅疲劳试验数据再分析[J].钢结构,2000,增刊:202-205.LEI Hong-gang.The constant-amplitude fatigue testdata analysis again on grid structure with bolt ball node[J].Steel Structure(suppl),2000:202-205.
[18]雷宏刚,毕朝锐,刘丽君.M20高强螺栓变幅疲劳试验研究及疲劳寿命估算[J].钢结构,2002,增刊:256-261.LEI Hong-gang,BI Chao-rui,LIU Li-jin.The vary-amplitudefatigue tests and fatigue life calculation on high-strength boltM20[J].Steel Structure(suppl),2002:256-261.
[19]雷宏刚,闫亚杰,刘丽君.螺栓球节点网架常幅疲劳性能试验研究[J].钢结构,2004,增刊:376-381.LEI Hong-gang,YAN Ya-jie,LIU Li-jun.The constant-amplitude fatigue test research on grid structure with boltball node[J].Steel Structure(suppl),2004:376-381.
[20]LEI Hong-gang,PEI Yan,DONG Chao.The testing re-search on equal-amplitude fatigue behaving of long-span gridstructure[J].Seismological Press,2001,2:962-966.
[21]雷宏刚,李宇,焦晋峰.螺栓球节点网架中M20高强螺栓的疲劳断口分析[J].钢结构,2004,增刊:363-370.LEI Hong-gang,LI Yu,JIAO Jin-feng.Fatigue fracture a-nalysis on high-strength bolt M20in grid structure with boltball node[J].Steel Structure(suppl),2004:363-370.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心