A STUDY ON BEHAVIOR OF CONTINUOUS PLATE GIRDER BRIDGE UNDER SERVICE LOAD LEVEL

• NAKAJIMA Akinori

  JAPAN SOCIETY OF CIVIL ENGINEERS

• MIZOE Yoshihisa

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• 活荷重レベルにおける連続非合成桁橋の挙動に関する一考察
• カツカジュウ レベル ニ オケル レンゾク ヒゴウセイ ケタバシ ノ キョドウ ニ カンスル イチ コウサツ

Abstract

It is predicted that plate girder bridges having a steel girder with a concrete slab connected by slab anchors behave as rather composite girder bridges actually. But the composite action due to slab anchors is ignored in present design of plate girder bridges. Therefore, there is a difference between the behavior according to the design practice and the actual behavior for continuous plate girder bridges.<br>In this paper, in order to investigate a behavior of a two-span continuous plate girder bridge under a service load level, a crack width of a concrete slab over the internal support, a deflection along the span and magnitude of the shear force of shear connectors is analyzed by employing a rigid-body-spring model having nonlinear material properties.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (626), 163-172, 1999-07-21

  Japan Society of Civil Engineers

Keywords

• continuous plate girder bridge
• slab clamp
• crack width
• rigid-body-spring model

Details

• CRID: 1390001205309958528
• NII Article ID: 130003983329
• NII Article ID: 10006540781
• NII Article ID: 10002531378
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.626_163
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 4819303
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4819303
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/626/1999_626_163/_pdf
• Data Source:
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  • NDL
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  • CiNii Articles
• Abstract License Flag: Disallowed