Time-dependent FEM analysis of composite girder considering flexibility coefficient
Memoirs of the Faculty of Engineering, Yamaguchi University Volume 45 Issue 1
Page 29-37
published_at 1994-10
Title
ずれ止め剛性を考慮した合成桁のクリープ解析
Time-dependent FEM analysis of composite girder considering flexibility coefficient
Source Identifiers
In order to predict the creep behavior of incomplete composite girder correctively, a new finite element solution is proposed. The concrete slab and the steel girder are connected by some type of connectors. The stiffness and spacings of these connectors affect on the instant and time-dependent behavior of the girder. The method proposed here makes it possible to estimate conveniently the increasing deflection and the stress redistribution between the concrete slab and the steel girder. In the analysis, parametric studies are carried out by using the flexibility coefficient which evaluates the effects of connectors.
Languages
jpn
Resource Type
departmental bulletin paper
Publishers
山口大学工学部
Date Issued
1994-10
File Version
Version of Record
Access Rights
open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools
工学部