抄録
This experimental research aims to examine a fatigue behavior of concrete slabs and headed studs in a continuous steelconcrete composite girder under negative bending. In particular, the fatigue behavior near the intermediate supports is fully investigated by using test specimens. It follows from the present experimental study that the bond between studs and concrete and the bond between flange plate and concrete become weak after the fatigue loading, and that the tension stiffening effects of the concrete slabs are expected except the intermediate support where the negative bending moment becomes largest.
本文言語 | English |
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ページ(範囲) | 1002-1016 |
ページ数 | 15 |
ジャーナル | Doboku Gakkai Ronbunshuu A |
巻 | 64 |
号 | 4 |
DOI | |
出版ステータス | Published - 2008 |
外部発表 | はい |
ASJC Scopus subject areas
- 土木構造工学
- 材料力学
- 機械工学
- 建築および建設