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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
KJ00000156991.pdf
[fulltext] 648 KB
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
Creators Takami Katsuhiko
Creators Itoh Takuji
Creators Hamada Sumio
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