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Limit analysis of multi-layered plates. Part I: The homogenized Love-Kirchhoff model

机译:多层板的极限分析。第一部分:均质的Love-Kirchhoff模型

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The purpose of this paper is to determine G_p~(hom), the overall homogenized Love-Kirchhoff strength domain of a rigid perfectly plastic multi-layered plate, and to study the relationship between the 3D and the homogenized Love-Kirchhoff plate limit analysis problems. In the Love-Kirchhoff model, the generalized stresses are the in-plane (membrane) and the out-of-plane (flexural) stress field resultants. The homogenization method proposed by Bourgeois [1997. Modelisation numerique des panneaux structuraux legers. Ph.D. Thesis, University Aix-Marseille] and Sab [2003. Yield design of thin periodic plates by a homogenization technique and an application to masonry wall. C. R. Mec. 331, 641-646] for in-plane periodic rigid perfectly plastic plates is justified using the asymptotic expansion method. For laminated plates, an explicit parametric representation of the yield surface partial derivG_p~(hom) is given thanks to the π-function (the plastic dissipation power density function) that describes the local strength domain at each point of the plate. This representation also provides a localization method for the determination of the 3D stress components corresponding to every generalized stress belonging to partial derivG_p~(hom). For a laminated plate described with a yield function of the form F(x_3, σ) = σ~u(x_3)F(σ), where σ~u is a positive even function of the out-of-plane coordinate x_3 and F is a convex function of the local stress σ, two effective constants and a normalization procedure are introduced. A symmetric sandwich plate consisting of two Von-Mises materials (σ~u = σ_1~u in the skins and σ~u = σ_2~u in the core) is studied. It is found that, for small enough contrast ratios (r = σ_1~u/σ_2~u ≤ 5), the normalized strength domain G_p~(hom) is close to the one corresponding to a homogeneous Von-Mises plate [Ilyushin, A.-A., 1956. Plasticite. Eyrolles, Paris].
机译:本文的目的是确定G_p〜(hom),即刚性完全塑性多层板的整体均匀化Love-Kirchhoff强度域,并研究3D与均匀化Love-Kirchhoff板极限分析问题之间的关系。 。在Love-Kirchhoff模型中,广义应力是面内(膜)应力和面外(弯曲)应力场合成结果。布尔乔亚[1997年提出的均质化方法。潘尼奥建筑数量模型建模。博士论文,Aix-Marseille大学]和Sab [2003年。均质技术设计薄周期板的屈服设计及其在砌体墙中的应用。 C.R.Mec。 [331,641-646]使用渐近展开法证明平面内周期刚性完全塑性板是合理的。对于层压板,由于π函数(塑性耗散功率密度函数)描述了板在每个点上的局部强度域,因此给出了屈服面部分derivG_p〜(hom)的明确参数表示。该表示还提供了一种定位方法,用于确定与属于部分derivG_p〜(hom)的每个广义应力相对应的3D应力分量。对于描述为F(x_3,σ)=σ〜u(x_3)F(σ)形式的屈服函数的层压板,其中σ〜u是面外坐标x_3和F的正偶函数是局部应力σ的凸函数,介绍了两个有效常数和规范化过程。研究了由两种Von-Mises材料组成的对称夹心板(表皮中的σ〜u =σ_1〜u,核心中的σ〜u =σ_2〜u)。已经发现,对于足够小的对比度(r =σ_1〜u /σ_2〜u≤5),归一化强度域G_p〜(hom)接近于对应于均匀Von-Mises平板的区域[Ilyushin,A .-A。,1956年。可塑。 Eyrolles,巴黎]。

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