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Experimental study on mechanical behavior of multi-riveted joint replaced to high tension bolt
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- KOMATSU Yasutomo
- 大阪市建設局 道路部 道路課
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- NAKAUE Takahiro
- 大阪市建設局 道路部 橋梁課
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- YUMOTO Shinsuke
- 大阪市建設局 道路部 街路課
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- KOBAYASHI Shigeru
- ㈱建設技術研究所 大阪本社 道路交通部
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- MATSUMOTO Takashi
- ㈱建設技術研究所 大阪本社 道路交通部
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- YAMAGUCHI Takashi
- 大阪市立大学大学院工学研究科
Bibliographic Information
- Other Title
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- リベット継手の高力ボルト置き換えによる補修・補強工法に関する実験的研究
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Description
In order to repair and retrofit the aged metal bridge, it is important to undestand the mechanical behavior of aged steel and replacement of rivet to H.T.B. In this study, firstly, tensile loading tests, chemical tests of aged steel are conducted to understand the basic property of aged steel. Secondly, tensile loading tests for multi-bolted joint are conducted to clarify replacement of rivet to H.T.B. In this study, three specimens are fabricated and tested; all riveted joint, partially H.T.B replaced, and, fully H.T.B replaced. Based on the test results, it is found that load carrying capacity and deformability of partially and fully replaced to H.T.B can be improved due to adding frictional resistance comparing with riveted joints only.
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 22 (85), 85_1-85_14, 2015
Japanese Society of Steel Construction
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Details 詳細情報について
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- CRID
- 1390001205315741824
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- NII Article ID
- 130005152631
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- ISSN
- 18840329
- 18809928
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- Text Lang
- ja
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- Article Type
- journal article
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- Data Source
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- JaLC
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed