Item type |
デフォルトアイテムタイプ(フル)(1) |
公開日 |
2013-09-27 |
タイトル |
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タイトル |
AN EXPERIMENTAL STUDY OF CONTINUOUS COMPOSITE BEAMS |
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言語 |
en |
作成者 |
Hamada, Sumio
Longworth, Jack
浜田, 純夫
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アクセス権 |
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アクセス権 |
open access |
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アクセス権URI |
http://purl.org/coar/access_right/c_abf2 |
内容記述 |
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内容記述タイプ |
Other |
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内容記述 |
Present design specifications for composite beams are based to a large extent on elastic theory. Elastic design is not entiely routine in the case of continuous beams, because the beam stiffness is different in positive and negatiue moment regions. An ultimate design approach elimnates this complication. The present investigation was planned with particuiar reference to the effect of longitudinal slab reinforcement on ultimate strength, failure modes and general behavior. Three two-span beams were tested under concentrated loads applied at the midsqan. From the test results main conclusions are; (1) The test beams exceeded the theoretical ultimate load based on simple plastic theory. (2) Principal failure modes in continous composite beams are crushing of concrete in positive moment regions and local flamge buckling in negative moment regions. The primary failure is affected by the amount of longitudinal slab reinforcement. |
内容記述 |
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内容記述タイプ |
Other |
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内容記述 |
紀要論文 |
出版者 |
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言語 |
ja |
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出版者 |
琉球大学理工学部 |
出版者 |
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言語 |
en |
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出版者 |
Science and Engineering Division, University of the Ryukyus |
言語 |
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言語 |
eng |
資源タイプ |
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資源タイプ |
departmental bulletin paper |
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資源タイプ識別子 |
http://purl.org/coar/resource_type/c_6501 |
出版タイプ |
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出版タイプ |
VoR |
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出版タイプResource |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
識別子 |
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識別子 |
http://hdl.handle.net/20.500.12000/26714 |
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識別子タイプ |
HDL |
収録物識別子 |
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収録物識別子タイプ |
ISSN |
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収録物識別子 |
0387-429X |
収録物識別子 |
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収録物識別子タイプ |
NCID |
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収録物識別子 |
AN00250785 |
収録物名 |
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言語 |
ja |
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収録物名 |
琉球大学理工学部紀要. 工学篇 |
収録物名 |
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言語 |
en |
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収録物名 |
Bulletin of Science & Engineering Division, University of the Ryukyus. Engineering |
書誌情報 |
号 12,
p. 79-90,
発行日 1976-09-28
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