Applied Mathematics and Mechanics (English Edition) ›› 2004, Vol. 25 ›› Issue (3): 245-251.

• 论文 •    下一篇

ON THE STABILITY ANALYSIS OF PLATES AND SHELLS USING A QUADRILATERAL,16-DEGREES OF FREEDOM PLAT SHELL ELEMENT DKQ16

郑长良1, 李丽华2, 钟万勰1   

  1. 1. Department of Engineering Mechanics, Dalian University of Technology, Dalian 116023, P.R.China;
    2. Department of Mathematics-Physics, Hebei Normal Institute of Science and Technology, Qinhuangdao 066004, P.R.China
  • 收稿日期:2003-08-20 修回日期:2002-10-18 出版日期:2004-03-18 发布日期:2004-03-18
  • 基金资助:
    Specific Fund for Docteral Conferring Unit of Educational Ministry(20010141024); Foundation for Scholars Studied or Worked in Foreign Countries([2001]498); Foundation of Liaoning for Doctors(2001102093); National High-Technology Research and Developmen Project(2001AA412220)

ON THE STABILITY ANALYSIS OF PLATES AND SHELLS USING A QUADRILATERAL,16-DEGREES OF FREEDOM PLAT SHELL ELEMENT DKQ16

ZHENG Chang-liang1, LI Li-hua2, ZHONG Wan-xie1   

  1. 1. Department of Engineering Mechanics, Dalian University of Technology, Dalian 116023, P.R.China;
    2. Department of Mathematics-Physics, Hebei Normal Institute of Science and Technology, Qinhuangdao 066004, P.R.China
  • Received:2003-08-20 Revised:2002-10-18 Online:2004-03-18 Published:2004-03-18
  • Supported by:
    Specific Fund for Docteral Conferring Unit of Educational Ministry(20010141024); Foundation for Scholars Studied or Worked in Foreign Countries([2001]498); Foundation of Liaoning for Doctors(2001102093); National High-Technology Research and Developmen Project(2001AA412220)

摘要: The linear buckling problems of plates and shells were analysed using a recently developped quadrilateral,16-degrees of freedom flat shell element(called DKQ16).The geometrical stiffness matrix was established.Comparison of the numerical results for several typical problems shows that the DKQ16 element has a very good precision for the linear buckling problems of plates and shells.

Abstract: The linear buckling problems of plates and shells were analysed using a recently developped quadrilateral,16-degrees of freedom flat shell element(called DKQ16).The geometrical stiffness matrix was established.Comparison of the numerical results for several typical problems shows that the DKQ16 element has a very good precision for the linear buckling problems of plates and shells.

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