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