合成I桁の正,負曲げ及び相関強度評価に関する一考察
書誌事項
- タイトル別名
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- Study on ultimate flexure and coupled flexure/shear strength of composite I-girder
抄録
Benefit from LSD introduction is apparent for the design of steel-concrete composite girder bridges. In order to establish LSD, one of issues is to get a correct evaluation of ultimate strength in plastic region. So far, such evaluating formulae have been presented mainly from EC and AASHTO LRED. However, unresolved subjects to be improved or clarified have been seen, hence, several of them were clarified in this study based on experiment. Composite test girders were subjected to sagging or hogging flexure. Ultimate flexure strength of the girder under sagging flexure, in which plastic neutral axis is positioned in the slab, was examined. Ultimate coupled flexure/shear strength was also examined. Finally, the design procedure related to this study was summarized.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 55A 115-123, 2009
公益社団法人 土木学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390001205283775360
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- NII論文ID
- 130004950397
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- ISSN
- 1881820X
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- データソース種別
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- JaLC
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可