首页> 外国专利> Being analytical manner of the reinforced concrete pole and analytical manner of the record media null reinforced concrete pole which records the analysis system of the reinforced concrete pole, and the computer program in order to run

Being analytical manner of the reinforced concrete pole and analytical manner of the record media null reinforced concrete pole which records the analysis system of the reinforced concrete pole, and the computer program in order to run

机译:以钢筋混凝土杆的分析方式和记录介质为空的钢筋混凝土杆的分析方式,记录钢筋混凝土杆的分析系统,并运行计算机程序

摘要

PROBLEM TO BE SOLVED: To calculate 3-axis stress components, by taking into consideration a constraint effect by a belt reinforcing bar while a reinforced concrete pillar is used as a single wire material element when the reinforced concrete pillar is analyzed and calculated. ;SOLUTION: On the basis of the balancing relationship of a stress with a strain between the belt reinforcing bar 16 and concrete 12 at a time when an axial compressive load acts on the reinforced concrete pillar 10, the relationship between an axial strain x and 3-axis stresses x, y, z is found. On the basis of the relationship, the strength of the reinforced concrete pillar 10 is found by using a fracture condition based on a fracture theory under the 3-axis stresses. The found strength is reflected on a frame analysis, a finite element analysis or the like.;COPYRIGHT: (C)2001,JPO
机译:要解决的问题:要计算3轴应力分量,在分析和计算钢筋混凝土柱时,考虑到在将钢筋混凝土柱用作单线材元素时,考虑到皮带加强筋的约束效应。 ;解决方案:基于在轴向压缩载荷作用于钢筋混凝土支柱10时,皮带与钢筋16和混凝土12之间的应力与应变之间的平衡关系,轴向应变x和3之间的关系找到轴应力x,y,z。基于该关系,通过使用基于断裂理论的断裂条件在3轴应力下求出钢筋混凝土柱10的强度。所发现的强度反映在框架分析,有限元分析等上。版权所有:(C)2001,JPO

著录项

  • 公开/公告号JP3603742B2

    专利类型

  • 公开/公告日2004-12-22

    原文格式PDF

  • 申请/专利权人 株式会社大林組;

    申请/专利号JP20000109501

  • 发明设计人 長沼 一洋;

    申请日2000-04-11

  • 分类号G01N33/38;E04B1/00;E04C3/34;

  • 国家 JP

  • 入库时间 2022-08-21 22:26:40

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