- 摘 要
-
(1 青島理工大學(xué)土木工程學(xué)院,青島 266033; 2 青島交運集團,青島 266000)
[摘要]為研究鋼框架梁柱弱軸栓焊連接翼緣削弱型節(jié)點的力學(xué)性能,設(shè)計了3個翼緣削弱節(jié)點試件及1個普通節(jié)點試件(對比試件)。對4個試件進行低周往復(fù)荷載試驗。結(jié)果表明,4個試件的破壞形態(tài)相似;焊縫通過孔的大小和加工對試件破壞形態(tài)及塑性鉸的出現(xiàn)有重要影響,由于焊縫通過孔的影響,削弱試件沒有實現(xiàn)塑性鉸外移。為有效實現(xiàn)塑性鉸外移,建議將焊縫通過孔設(shè)置在削弱位置外側(cè),或者不設(shè)焊縫通過孔。
[關(guān)鍵詞]翼緣削弱型節(jié)點; 低周往復(fù)荷載試驗; 力學(xué)性能
中圖分類號:TU391 文獻標(biāo)識碼:A 文章編號:1002-848X(2014)17-0030-04
Experimental study on the failure mode of reduced beam section connections of the bolted-welded connection of steel frame beam-column about minor axis
Yu Yousheng1, Wang Jian1, Huang Weiping2, Wan Yan1
(1 School of Civil Engineering, Qingdao Technological University, Qingdao 266033, China; 2 Qingdao Jiaoyun Group, Qingdao 266000, China)
Abstract:In order to study the mechanical property of the reduced beam section(RBS)connections of the bolted-welded connection of steel frame about minor axis, three RBS connection specimens and a common connection specimen for comparison were designed. The low cyclic loading experiments were applied for all specimens. The results show that the failure mode of four specimens is similar; the size and processing of weld access hole have important influences on the failure mode of specimens and the emergence of the plastic hinge. The RBS specimens can not realize the shift-away of plastic hinge because they are influenced by the weld access hole. In order to achieve it, the weld access hole should be set on the lateral side of reduced section or be canceled.
Keywords:reduced beam section connection; low cyclic loading experiment; mechanical property
*國家自然科學(xué)基金(51278259),山東省優(yōu)秀中青年科學(xué)家獎勵基金(BS2009SF004)。
作者簡介:郁有升,博士,副教授,Email:yuyousheng@126.com。
參考文獻
[1]MILLER D K. Lessons learned from the Northridge Earthquake[J]. Engineering Structures, 1998, 20(4): 249-260.
[2]NAKASHIMA M, INOUE K, TADA M. Classification of damage to steel building observed in the 1995 Hyogoken-Nanbu Earthquake[J]. Engineering Structures, 1998,20(4):271-281.
[3]PACHOUMIS D T, GALOUSSIS E G, KALFAS C N. Reduced beam section moment connections -subjected to cyclic loading: experimental analysis and FEM simulation[J].Engineering Structures, 2009, 31(1): 216-223.
[4]LIGNOS D, KOLIOS D, MIRANDA E. Fragility assess-ment of reduced beam section moment connections[J]. Journal of Structural Engineering, 2010, 136(9): 1140-1150.
[5]ASHRAFI Y, RAFEZY B. Elastic stiffness comparisons between RBS beams with either flange or web reductions[J]. Journal of Structural Engineering, 2012, 138(7):961-966.
[6]賈連光,齊政, 張曰果. 蜂窩式鋼框架結(jié)構(gòu)梁端塑性鉸位置影響因素分析[J].建筑結(jié)構(gòu),2013,43(2):95-100.
[7]GILTON C S, UANG C M. Cyclic response and design recommendations of weak-axis reduced beam section moment connections[J]. Journal of Structural Engineering, 2002, 128 (4): 452-463.
[8]孫玉萍,王云,王萬禎.弱軸連接的梁柱狗骨式節(jié)點性能研究[J].四川建筑科學(xué)研究,2009,35(3):17-20.
[9]GB/T 2975—1998鋼及鋼產(chǎn)品-力學(xué)性能試驗的取樣位置及試樣制備[S].北京:中國標(biāo)準(zhǔn)出版社,1998.
[10]GB 50011—2010 建筑抗震設(shè)計規(guī)范[S].北京:中國建筑工業(yè)出版社,2010
[11]JGJ 101—96建筑抗震試驗方法規(guī)程[S]. 1997年版.北京:中國建筑工業(yè)出版,1997.