土木工程 |
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薄壁构件整体稳定性的有限元模拟 |
张磊,童根树 |
浙江大学 土木工程学系,浙江 杭州 310058 |
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Finite element modelling of thin-walled members
in overall stability analysis |
ZHANG Lei, TONG Gen-shu |
Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China |
[1] Documentation for ANSYS (Release 110) [R]. Pennsylvania: ANSYS, Inc, 2007.
[2] 张磊.考虑横向正应力的薄壁构件稳定理论及其应用[D]. 杭州:浙江大学,2005.
ZHANG Lei. A flexural torsional buckling theory considering the transverse normal stress and its applications [D]. Hangzhou: Zhejiang University, 2005.
[3] MOHRI F, BROUKI A, ROTH J C. Theoretical and numerical stability analyses of unrestrained, mono symmetric thinwalled beams [J]. Journal of Constructional Steel Research, 2003, 59: 63-90.
[4] ANDRADE A, CAMOTIN D, DINIS P B. Lateraltorsional buckling of singly symmetric webtapered thinwalled Ibeams: 1D model vs. shell FEA [J]. Computers and Structures, 2007, 85(17/18): 1343-1359.
[5] ZHANG L, TONG G S. Lateral buckling of webtapered Ibeams: a new theory [J]. Journal of Constructional Steel Research, 2008, 64(12): 1379-1393.
[6] TRAHAIR N S. Flexuraltorsional buckling of structures [M]. London: E & FN SPON, 1993.
[7] TONG G S, ZHANG L. A general theory for the flexuraltorsional buckling of thinwalled members I: energy method [J]. Advances in Structural Engineering, 2003, 6(4): 293-298.
[8] ZHANG L, TONG G S. Flexuraltorsional buckling of thinwalled beam members based on shell buckling theory [J]. ThinWalled Structures, 2004, 42(12): 1665-1687.
[9] CLARK J W, HILL H N. Lateral buckling of beams [J]. Journal of Structural Division, ASCE, 1960, 127: 180-201.
[10] 陈骥.钢结构稳定理论与设计[M].2版.北京:科学出版社,2003: 271-333.
[11] GB500172003钢结构设计规范[S]. 北京:中国计划出版社,2003: 184-194.
[12] RONAGH H R, BRADFORD M A, ATTARD M M. Nonlinear analysis of thinwalled members of variable crosssection. Part II: Application [J]. Computers and Structures, 2000, 77: 301-313.
[13] TONG G S, YAN X X, ZHANG L. Warping and bimoment transmission through diagonally stiffened beamtocolumn joints [J]. Journal of Constructional Steel Research, 2005, 61(6): 749-763.
[14] KWAK H G, KIM D Y, LEE H W. Effect of warping in geometric nonlinear analysis of spatial beams [J]. Journal of Constructional Steel Research, 2001, 57: 729-751.
[15] KRENK S. Constrained lateral buckling of Ibeam gable frames[J]. Journal of the Structural Engineering, ASCE, 1990, 116(12): 3268-3284.
[16] BASAGLIA G, CAMOTIM D, SILVESTRE N. Global buckling analysis of plane and space thinwalled frames in the context of GBT [J]. Thinwalled Structures, 2008, 46: 79-101.
[17] KRENK S, DAMKILDE L. Warping of joints in Ibeam assemblages [J]. Journal of Engineering Mechanics, 1991, 117(11): 2457-2474.
[18] BAIGENT A H, HANCOCK G J. Structural analysis of assemblages of thinwalled members [J]. Engineering Structures, 1982, 4: 207-216.
[19] 颜潇潇,童根树,张磊.梁柱节点翘曲位移传递的分析[J]. 钢结构,2005(3):25-29.
YAN Xiaoxiao, TONG Genshu, ZHANG Lei .Analysis on the warping transmission at beamtocolumn joints[J]. Steel Structures, 2005(3): 25-29.
[20] 颜潇潇.梁柱节点翘曲位移传递的分析[D] . 杭州:浙江大学,2005.
YAN Xiaoxiao. Analysis on the warping transmission at beamtocolumn joints[D]. Hangzhou: Zhejiang University, 2005. |
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