MATHEMATICAL MODELLING OF LAMINATED PLATES ON BUCKLING

被引:0
|
作者
Khayal, Osama Mohammed Elmardi Suleiman [1 ]
Hassan, Tagelsir [2 ]
机构
[1] Nile Valley Univ, Dept Mech Engn, Khartoum, Sudan
[2] Omdurman Islamic Univ, Dept Mech Engn, Omdurman, Sudan
来源
关键词
Mathematical formulation; mathematical modeling; finite element method; first order shear deformation theory; Fortran program; deck plates;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The following assumptions were made in developing the mathematical formulations of laminated deck plates: 1. All layers behave elastically; 2. Displacements are small compared with the plate thickness; 3. Perfect bonding exists between layers; 4. The laminate is equivalent to a single anisotropic layer; 5. The plate is flat and has a constant thickness; 6. The plate buckles in a vacuum and all kinds of damping are neglected. Unlike homogeneous plates, where the coordinates are chosen solely based on the plate shape, coordinates for laminated plates should be chosen carefully. There are two main factors for the choice of the coordinate system. The first factor is the shape of the plate. Where rectangular plates will be best represented by the choice of rectangular (i.e. Cartesian) coordinates. It will be relatively easy to represent the boundaries of such plates with coordinates. The second factor is the fiber orientation or orthotropy. If the fibers are set straight within each lamina, then rectangular orthotropy would result. It is possible to set the fibers in a radial and circular fashion, which would result in circular orthotropy. Indeed, the fibers can also be set in elliptical directions, which would result in elliptical orthotropy.
引用
收藏
页码:25 / 39
页数:15
相关论文
共 50 条
  • [31] Buckling analysis for laminated plates with multiple delamination
    Cho, M
    Kim, JS
    COLLECTION OF THE 41ST AIAA/ASME/ASCE/AHS/ASC STRUCTURES, STRUCTURAL DYNAMICS, AND MATERIALS CONFERENCE AND EXHIBIT, VOL 1 PTS 1-3, 2000, : 2003 - 2013
  • [32] AXISYMMETRICAL BUCKLING OF HOMOGENEOUS AND LAMINATED CIRCULAR PLATES
    YE, JQ
    JOURNAL OF STRUCTURAL ENGINEERING, 1995, 121 (08) : 1221 - 1224
  • [33] BUCKLING OF SANDWICH PANELS WITH LAMINATED FACE PLATES
    PEARCE, TRA
    AERONAUTICAL QUARTERLY, 1972, 23 (MAY): : 148 - &
  • [34] BIAXIAL BUCKLING OF THIN LAMINATED COMPOSITE PLATES
    Khayal, Osama Mohammed Elmardi Suleiman
    Osman, Mahmoud Yassin
    Hassan, Tagelsir
    INTERNATIONAL JOURNAL OF BRIDGE ENGINEERING, 2018, 6 (03): : 19 - 44
  • [35] THERMAL BUCKLING OF LAMINATED CYLINDRICAL PLATES.
    Chen, Lien-Wen
    Chen, Lei-Yi
    1600, (08):
  • [36] HYGROTHERMAL EFFECTS ON THE BUCKLING OF LAMINATED COMPOSITE PLATES
    RAM, KSS
    SINHA, PK
    COMPOSITE STRUCTURES, 1992, 21 (04) : 233 - 247
  • [37] Delamination detection in buckling laminated composite plates
    Rezaiee-Pajand, Mohammad
    Shahabian, Farzad
    Tavakoli, Fariba Hassanzadeh
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-ENGINEERING AND COMPUTATIONAL MECHANICS, 2014, 167 (02) : 67 - 81
  • [38] HYGROTHERMAL EFFECTS ON BUCKLING OF LAMINATED COMPOSITE PLATES
    FLAGGS, DL
    VINSON, JR
    FIBRE SCIENCE & TECHNOLOGY, 1978, 11 (05): : 353 - 365
  • [39] Thermal buckling behavior of composite laminated plates
    Shiau, Le-Chung
    Kuo, Shih-Yao
    Chen, Cheng-Yuan
    COMPOSITE STRUCTURES, 2010, 92 (02) : 508 - 514
  • [40] Modeling of Failure in Laminated Plates by Delamination Buckling
    Kondratiev, Andrii
    Kovalenko, Viktor
    Tsaritsynskyi, Anton
    Nabokina, Tetyana
    ADVANCED MANUFACTURING PROCESSES II, 2021, : 149 - 158