A STUDY ON SHEAR CONNECTOR ARRANGEMENT OF NON-COMPOSITE GIRDER WITH PRECAST CONCRETE SLAB
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- NAKAJIMA Akinori
- 株式会社HRC研究所
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- YAGINUMA Daisuke
- 東日本高速道路株式会社 新潟支社 上越管理事務所
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- INUI Shinnosuke
- 東京都 練馬区
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- NGUYEN Minh Hai
- Faculty of Road and Bridge Engineering, The University of Danang - University of Science and Technology
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- FUJIKURA Shuichi
- 宇都宮大学 地域デザイン科学部社会基盤デザイン学科
Bibliographic Information
- Other Title
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- プレキャスト床版を有する非合成桁のずれ止め配置に関する研究
Abstract
<p> There are many examples about replacing the reinforced concrete slab with the precast concrete slab due to the slab deterioration in non-composite girders. However, a method of shear connector arrangement is not clear in the non-composite girder with the precast concrete slab. In this paper, when the precast concrete slab is employed for the simple and two-span continuous non-composite girders with the practical proportion, the shear connector arrangement which satisfies with the limit state of the serviceability and safety, is examined. In examining the shear connector responses, a non-linear rigid-body-spring model, which is useful for the analysis of the behavior of the composite girder with an imperfect interaction, is employed considering the effect of the temperature difference of the steel girder and concrete slab as well as the application history of the dead and live loads. As a result, it can be seen that an attention of the shear connector arrangement in the vicinity of the girder end is required to satisfy with the serviceability limit state.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 77 (2), 319-332, 2021
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390852049743143552
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- NII Article ID
- 130008076830
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- ISSN
- 21854653
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed