Ductility and cross-sectional classification of plate girder with thick flange
Recently, thick flange has been often used in plate girder bridge with a few main girders to carry large bending moment. Since this kind of girder will endure usually to full plastic moment, the enough rotation capacity will be also expected. This paper presents a cross-sectional classification for...
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| Veröffentlicht in: | Journal of Structural Engineering A, 2010, Vol.56A, pp.135-144 |
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| Sprache: | chi ; jpn |
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| container_end_page | 144 |
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| container_start_page | 135 |
| container_title | Journal of Structural Engineering |
| container_volume | 56A |
| creator | Kawami, Shuhei Fujii, Katashi |
| description | Recently, thick flange has been often used in plate girder bridge with a few main girders to carry large bending moment. Since this kind of girder will endure usually to full plastic moment, the enough rotation capacity will be also expected. This paper presents a cross-sectional classification for the plate girder with thick flange, conducting finite element analyses. From the results we propose the new cross-sectional classification for inelastic design, where thinner web will be applicable than that shown in AISI or AASHTO. |
| doi_str_mv | 10.11532/structcivil.56A.135 |
| format | Article |
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| identifier | EISSN: 1881-820X |
| ispartof | Journal of Structural Engineering, A, 2010, Vol.56A, pp.135-144 |
| issn | 1881-820X |
| language | chi ; jpn |
| recordid | cdi_proquest_miscellaneous_1136380428 |
| source | J-STAGE Free; Alma/SFX Local Collection |
| subjects | autostress design Bending moments Classification Cross sections cross-sectional classification Flanges Girders Mathematical analysis plate girder Plate girders Solvents thick flange |
| title | Ductility and cross-sectional classification of plate girder with thick flange |
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