ON ASYMPTOTIC EXPANSIONS FOR THE 6TH-ORDER LINEAR-THEORY PROBLEM OF TRANSVERSE BENDING OF ORTHOTROPIC ELASTIC PLATES

被引:6
作者
REISSNER, E
机构
[1] Department of Applied Mechanics and Engineering Sciences, University of California, San Diego, La Jolla
关键词
D O I
10.1016/0045-7825(91)90123-N
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We extend earlier considerations of the sixth-order linear theory problem of shear deformable orthotropic plates by a systematic analysis of the boundary layer problem along straight edges parallel to the directions of elastic symmetry of the plate. We extend the concept of 'soft' support as a condition for the smooth transition from sixth-order theory to fourth-order theory in the limit of vanishing plate thickness to a concept of 'almost soft' support. Additionally, we obtain a generalized version of an earlier result concerning a system of boundary conditions for the differential equations of the classical fourth-order theory which is such that this fourth-order theory accounts for transverse shear deformation effects of the first order.
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页码:75 / 88
页数:14
相关论文
共 9 条
[1]   THE BOUNDARY-LAYER FOR THE REISSNER-MINDLIN PLATE MODEL [J].
ARNOLD, DN ;
FALK, RS .
SIAM JOURNAL ON MATHEMATICAL ANALYSIS, 1990, 21 (02) :281-312
[2]   BENCHMARK COMPUTATION AND PERFORMANCE EVALUATION FOR A RHOMBIC PLATE BENDING PROBLEM [J].
BABUSKA, I ;
SCAPOLLA, T .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1989, 28 (01) :155-179
[3]  
GIRKMANN K, 1955, FLACHENTRAGWERKE, P583
[4]   SPECIFICATIONS OF BOUNDARY-CONDITIONS FOR REISSNER MINDLIN PLATE BENDING FINITE-ELEMENTS [J].
HAGGBLAD, B ;
BATHE, KJ .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1990, 30 (05) :981-1011
[5]   ASYMPTOTIC CONSIDERATIONS FOR TRANSVERSE BENDING OF ORTHOTROPIC SHEAR-DEFORMABLE PLATES [J].
REISSNER, E .
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND PHYSIK, 1989, 40 (04) :543-551
[6]  
REISSNER E, 1945, J APPL MECH-T ASME, V12, pA69
[7]   THEORY OF TRANSVERSE BENDING OF ELASTIC PLATES [J].
REISSNER, E .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1976, 12 (08) :545-554
[8]  
Reissner E., 1944, J MATH PHYS, V23, P184, DOI DOI 10.1002/SAPM1944231184
[9]  
REISSNER E, 1980, J APPL MECH, V47, P1959