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Analytical manner and its record media null of reinforced concrete

机译:钢筋混凝土的分析方式及其记录介质无效

摘要

PROBLEM TO BE SOLVED: To execute an analysis by the finite element method by creating an element stiffness matrix, calculating load and displacement, and performing calculation using an equivalent stiffness expression as the stiffness in the thickness direction, when calculating element distortion and element stress. ;SOLUTION: When a reinforced concrete member is modeled into a flat surface element for a two-dimensional analysis, equivalent stiffness in the thickness direction is defined from the balancing expression of the stress of a reinforcing bar and concrete in a direction such that it crosses the flat plane element orthogonally, an element stiffness matrix is created using it, load and displacement are calculated, and equivalent stiffness is used as stiffness in a thickness direction also, when calculating element distortion and element stress for calculation, thus enabling a two-dimensional planar element to be modeled for eliminating labor, specifying the ratio of the reinforcing bar and a breakdown point in the thickness direction for reproducing strength and deformation according to the amount of reinforcing bar for each site, and hence obtaining an accurate calculation result which is close to a three-dimensional analysis.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:在计算单元变形和单元应力时,通过创建单元刚度矩阵,计算载荷和位移,并使用等效刚度表达式作为厚度方向的刚度来执行通过有限元方法进行的分析。 ;解决方案:当将钢筋混凝土构件建模为平面单元以进行二维分析时,厚度方向上的等效刚度是根据钢筋和混凝土在其交叉方向上的应力平衡表达式定义的正交平面单元,使用它创建单元刚度矩阵,计算载荷和位移,并在计算单元变形和单元应力时使用等效刚度作为厚度方向的刚度,从而实现二维为消除劳动而建模的平面元件,根据每个部位的钢筋数量指定钢筋的厚度比例和沿厚度方向的断裂点,以再现强度和变形,从而获得精确的计算结果进行三维分析。版权所有:(C)1999,日本特许厅

著录项

  • 公开/公告号JP3405200B2

    专利类型

  • 公开/公告日2003-05-12

    原文格式PDF

  • 申请/专利权人 株式会社大林組;

    申请/专利号JP19980165145

  • 发明设计人 長沼 一洋;

    申请日1998-06-12

  • 分类号G01M19/00;G06F17/50;

  • 国家 JP

  • 入库时间 2022-08-22 00:21:59

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