Strategic Study of CAE >> 2011, Volume 13, Issue 9
Experiment study on fatigue property of concrete filled steel pipe K-joints
Hunan University of Science and Technology,Xiangtan,Hunan 411201,China
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Abstract
Based on the truss arch of Xiangtan 4th Bridge, we made fatigue property test on concrete filled steel pipe K-joints of three different specifications, and calculated the amplitude of fatigue load of concrete filled steel pipe K-joints with hot-spot stress approach in this paper, which presented that hot-spot stress approach can be used to assess fatigue life of concrete filled steel pipe, and fatigue property of concrete filled steel pipe K-joints was obviously better than that of steel pipe K-joints. Moreover, the S—N curve of concrete filled steel pipe K-joints proposed by this paper would be of referential significance for building design criterion of fatigue life of concrete filled steel pipe K-joints.
Keywords
concrete filled steel pipe K-joints ; fatigue property ; S—N curve
References
[ 1 ] 陈宝春.钢管混凝土拱桥[M].北京:人民交通出版社,2006:1 -100.
[ 2 ] Kim J R R,Anthony S H.Tests of X‐and K‐Joints in CHS stainless steel tubes[J].Journal of Structure Engineering,2001,127 (10): 1183 -1189. link1
[ 3 ] Jubran J S,Cofer W F.Finite‐element modeling of tubular joints - I:numerical results[J].Journal of Structural Engineering,1995, 121(3):496 -507. link1
[ 4 ] Vegte G J.The static strength of uniplanar and multiplanar tubular T‐and X‐joints [D].Delft:Delft University,1995.
[ 5 ] Design guide for hollow section structures[R].CIDECT TUV‐Ver‐ lag,1998.
[ 6 ] International Standards Organisation.Petroleum and Natural Gas Structures -Part 2:Fixed Steel Structures[M].Committee Draft, 1995.
[ 7 ] 范文理.管结构节点疲劳设计[C]//中国公路学会桥梁和结构 工程学会 2001 年桥 梁 学 术 讨 论 会 论 文 集.北 京:人 民 交 通 出 版社,2000.
[ 8 ] 武振宇,张耀春.直接焊接钢管节点 静力 工作 性能 的研究 现状 [J].哈尔滨建筑大学学报,1996,29(6):102 -109. link1
[ 9 ] 钢结构设计规范[S].北京:中国计划出版社,2003.
[10] 艾智能.钢管混凝土拱桥节点 疲劳寿 命研 究 [D].成 都:西 南 交通大学,2005. link1
[11] 钢结构工程施工质量验 收 规 范 [S].北 京:中 国 计 划 出 版 社, 2002.
[12] 建筑钢结构焊接技术规程[S].北京:中国计划出版社,2001.
[13] 杨 胜.钢 管 混 凝 土 拱 桥 桁 架 局 部 应 力 及 疲 劳 性 能 研 究 [D].湘潭:湖南科技大学,2009.
[14] International Institute of Welding (IIW).Recommended Fatigue Design Procedure for Hollow Section Joints—Part I:Hot Spot Stress Method for Nodal Joints[M].Strasbourg:International In‐ stitute of Welding,1985.
[15] 沃 登 尼尔.钢 管 截 面 的 结 构 应 用 [M].上 海:同 济 大 学 出 版 社,2004.