张文福, 刘文洋, 计静, 白那. 局部荷载作用下网架结构的拟夹层板分析法[J]. 力学与实践, 2004, 26(3). DOI: 10.6052/1000-0992-2003-257
引用本文: 张文福, 刘文洋, 计静, 白那. 局部荷载作用下网架结构的拟夹层板分析法[J]. 力学与实践, 2004, 26(3). DOI: 10.6052/1000-0992-2003-257
EQUIVALENT SANDWICH PLATE METHOD FOR DOUBLE-LAYER SPACE GRIDS UNDER LOCAL LOADING[J]. MECHANICS IN ENGINEERING, 2004, 26(3). DOI: 10.6052/1000-0992-2003-257
Citation: EQUIVALENT SANDWICH PLATE METHOD FOR DOUBLE-LAYER SPACE GRIDS UNDER LOCAL LOADING[J]. MECHANICS IN ENGINEERING, 2004, 26(3). DOI: 10.6052/1000-0992-2003-257

局部荷载作用下网架结构的拟夹层板分析法

EQUIVALENT SANDWICH PLATE METHOD FOR DOUBLE-LAYER SPACE GRIDS UNDER LOCAL LOADING

  • 摘要: 把正交正放类网架结构简化为构造上正交异性的夹层板,采用考虑剪切变形的具有三个广义位移的平板弯曲理论来分析, 给出了网架结构在局部荷载作用下的内力、位移解析计算公式,并用有限元方法进行了验证.

     

    Abstract: In this paper the orthogonal and ortho-laid space gridsare assumed as an orthotropic sandwich plate, which is analyzed by thetheory of plate with consideration of shear deformation and threegeneralized displacements. The calculating formulas for internal forces anddisplacements of double-layer space grids under local loading are given based upon ESPM, andhave been validated by the finite element method (ANSYS). In general, the differences between ESPM and FEM are lessthan 10\% and 5\% for internal forces and displacements, respectively.So this method can be used in the design of double-layerspace grids.

     

/

返回文章
返回