期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

初始扭转轴压杆弹性扭转屈曲性能研究 被引量：2

RESEARCH OF ELASTIC FLEXURE BUCKLING PERFORMANCE OF PRE-TWISTED BAR UNDER AXIAL PRESSURE
原文传递
导出
摘要 初始扭转杆在工程设计中有着广泛的应用。通过对初始扭转轴压杆弹性扭转失稳性能的研究表明:初始扭转轴压杆弹性扭转屈曲承载力与初始扭转角ω无关,与一般无初始扭转轴压杆扭转失稳承载力相等。同时,还以有限元法对初始扭转角不同的轴压杆进行参数分析,验证了初始扭转轴压杆弹性扭转失稳的理论值的正确性。 Pre-twisted construction members have wide-range application in engineering design.It is investigated the elastic twist buckling performance of such members under axial pressure.The study indicates the buckling critical bearing capacity of the twisted bar is independent of pre-twisted angle,and equal to the buckling critical bearing capacity of general non-twisted bar.At the same time,it is made finite element parameter analysis of perfect axial pressure bar with variation of pre-twisted angle.The results validate the correctness of theoretical value of elastic twist buckling.
作者 陈昌宏 单建 黄莺
机构地区 东南大学土木工程学院 西安建筑科技大学土木工程学院
出处 《工业建筑》 CSCD 北大核心 2008年第z1期563-565,共3页 Industrial Construction
关键词 初始扭转杆 轴压 扭转失稳 有限元 pre-twisted bar axial pressure twist buckling finite element
分类号 TU323 [建筑科学—结构工程]
  • 相关文献

参考文献9

  • 1[1]Magomaev L D.Certain Problems of the Theory of Rectilinear,Naturally Twisted Beams.Soviet Applied Magomaev Mechanics,1985,21(9):901-908
  • 2[3]http://news.21cn.com/
  • 3[4]Barnett J F.A Bridge for the Bridges//Conference Proceedings for Bridges 1999.American:ISBN,1999
  • 4[5]Carlo H Sequin.To Build a Twisted Bridge//Conference Proceedings for Bridges 2000.American:2000
  • 5[6]Shadnam M R,Abbasnia R.Stability of Pretwisted Beams in Cross Bracings.Applied Mechanics and Technical Physics,2002,43(2):328-335
  • 6[7]Frisch-Fay R.Buckling of Pre-Twisted Bars.International Journal of Mechanical Sciences Press,1978(15):171-181
  • 7[8]陈骥.钢结构稳定理论与应用.北京;科学出版社,1998
  • 8[9]Burgermeister G,Steup H.Stabilitats Theorie.Akademie-Verlag.1960
  • 9[11]ANSYS Inc.ANSYS APDL Programmer,s Guide Release 7.0.1999

同被引文献11

  • 1Magomaev L D. Certain problems of the theory of rectilinear, naturally twisted beams [J]. Soviet Applied Mechanics, 1985, 21(9): 901--908.
  • 2Barnett J F. A bridge for the bridges [C]. Conference Proceedings for Bridges. American: ISBN, 1999, 0-9665201-1-4.
  • 3Carlo H Sequin. To build a twisted bridge [C]. Conference Proceedings for Bridges. American: ISBN, 2000, 0-966501-2-2.
  • 4Shadnam M R, Abbasnia R. Stability of pretwisted beams in cross bracings [J]. Applied Mechanics and Technical Physics, 2002, 43(2): 328--335.
  • 5Berdichevskii V L, Starosglskii L A. Bending, extension, and torsion of naturally twisted rods [J]. Applied Mathematics and Mechanics, 1985, 49(6): 746--755.
  • 6Frisch-Fay R. Buckling of pre-twisted bars [J]. International Journal of Mechanical Sciences Press, 1978, 15: 171--181,
  • 7ANSYS Inc. ANSYS APDL programmer's guide release 7.0 [M]. 1999.
  • 8Madhusudhana N, Gautham B P, Ganesan N. Buckling behavior of uniformly and non-uniformly pretwisted beams [J]. Computers and Structures, 19.95, 54(3): 551-- 556.
  • 9Petrov E, Geradin M. Finite element theory for curved and twisted beams based on exact solutions for three dimensional solids. Part 1: Beam concept and geometrically exact nonlinear fomulation, Part 2: anisotropic and advanced beam models [J]. Computer Methods in Applied Mechanics and Engineering, 1998, 165: 43-- 127.
  • 10杨波,黄莺,李慧民,陈昌宏.初始扭转轴压杆弯曲屈曲性能有限元验证分析[J].四川建筑科学研究,2009,35(5):15-17. 被引量：1

引证文献2

二级引证文献10

工业建筑
2008年 第z1期

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部