CHEN Xiao, XU Ke, DAI Shi-liang. DISCUSSION ON THE GENERAL METHOD FOR SOLUTION OF NONLINEAR BUCKLING PROBLEMS OF LAMINATED PLATES[J]. Engineering Mechanics, 2002, 19(1): 73-78.
Citation: CHEN Xiao, XU Ke, DAI Shi-liang. DISCUSSION ON THE GENERAL METHOD FOR SOLUTION OF NONLINEAR BUCKLING PROBLEMS OF LAMINATED PLATES[J]. Engineering Mechanics, 2002, 19(1): 73-78.
shu

DISCUSSION ON THE GENERAL METHOD FOR SOLUTION OF NONLINEAR BUCKLING PROBLEMS OF LAMINATED PLATES

  • Dept. of Eng. Mechanics, Tsinghua University, Beijing, 100084, China;2. Dept. of Computer Sci. and Eng., Beijing University of Aero. and Astr., Beijing, 100083, China

More Information
  • Received Date: April 06, 2000
  • Revised Date: September 11, 2000
    Abstract
  • The nonlinear governing equations of composite laminated plates with edges elastically supported against rotation are established by the generalized Fourier series method. The influence of the inhomogeneous term of the equations is discussed. Since the inhomogeneous term contains all information of the boundary conditions, the applied load and the imperfection, it can be directly used in determining whether buckling will happen in the laminated plates. The causation to produce prebuckling coupling deflection is clarified in mathematics. The uniqueness of the prebuckling solution is proved with the matrix theory and the nonlinear functional knowledge, and the general way to solve the nonlinear stability problem of composite laminates is brought forward.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]XU Guo-lin, SHENG Dong-fa, ZHANG Qin-wen, BAI Ya-shuang, YANG Gao. THE BUCKLING OF A DAMAGE RECTANGULAR PLATE[J]. Engineering Mechanics, 2014, 31(1): 154-159. DOI: 10.6052/j.issn.1000-4750.2012.09.0661
    [2]ZONG Zhong-ling, GUO Xiao-ming. NONLINEAR BUCKLING ANALYSIS OF STRUCTURE BASED ON CONTACT SYNERGY[J]. Engineering Mechanics, 2011, 28(6): 40-044.
    [3]TAN Mei-lan, HE Xiao-bao, WANG Xin-wei. RATIONALITY OF END CONSTRAINT EQUATIONS FOR BUCKLING ANALYSIS ON A DRILLSTRING IN A WELLBORE[J]. Engineering Mechanics, 2008, 25(5): 227-230.
    [4]LIU Chang-hong, CHEN Qiu. AN INTERVAL FINITE ELEMENT METHOD FOR BUCKLING ANALYSIS OF FUZZY-STOCHASTIC STRUCTURES[J]. Engineering Mechanics, 2004, 21(1): 52-55.
    [5]ZHU En-chun, C. R. Calladine. BUCKLING OF THIN CYLINDRICAL SHELLS UNDER LOCALLY AXIAL COMPRESSION[J]. Engineering Mechanics, 2003, 20(2): 168-170.
    [6]WANG Gang-feng, KANG Yi-lan. A SIMPLIFIED ANALYSIS OF FRACTURE AND BUCKLING-DRIVEN DELAMINATION OF FUNCTIONALLY GRADED MATERIALS[J]. Engineering Mechanics, 2002, 19(1): 103-108.
    [7]Li Siping, Huang Yuying, Hu Yuantai, Li Dawang. EFFECTS OF FIBER BRIDGE ON THE DELAMINATION BUCKLING IN 3D COMPOSITES[J]. Engineering Mechanics, 1998, 15(4): 127-132.
    [8]Liu Zongde, Han Mingbao, Wang Ren, Chen Yuze. CREEP BUCKLING OF COLUMNS UNDER NONUNIFORM TEMPERATURE DISTRIBUTION[J]. Engineering Mechanics, 1995, 12(3): 7-12.
    [9]Chen Wen, Ren Wenmin, Zhang Wei. BUCKLING ANALYSIS OF RING-STIFFENED CYLINDRICAL SHELLS BY FINITE STRIP METHOD[J]. Engineering Mechanics, 1994, 11(3): 12-17.
    [10]Yao Linquan, Yu Huanran. BUCKLING OPTIMAL DESIGN OF POLARITY ORTHOGONAL ANISOTROPIC ANNULAR PLATE[J]. Engineering Mechanics, 1993, 10(4): 125-131.

Catalog

    DAI Shi-liang

    • Dept. of Eng. Mechanics, Tsinghua University, Beijing, 100084, China;2. Dept. of Computer Sci. and Eng., Beijing University of Aero. and Astr., Beijing, 100083, China

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (842) PDF downloads (262) Cited by()
    Turn off MathJax
    Article Contents
    Abstract
    Related Articles

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return