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EVALUATION OF ULTIMATE BENDING STRENGTH AND DEFORMATION CAPACITY AT CONCRETE FILLED PART OF STEEL PIPE PILE
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- HIROSE Toshiharu
- Japanese Technical Association for Steel Pipe Piles and Sheet Piles
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- YANAGI Yoshitaka
- Japanese Technical Association for Steel Pipe Piles and Sheet Piles
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- ICHIKAWA Kazuomi
- Japanese Technical Association for Steel Pipe Piles and Sheet Piles
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- TAKANO Kimitoshi
- Japanese Technical Association for Steel Pipe Piles and Sheet Piles
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- KIMURA Yoshihiro
- Graduate school of Engineering, Tohoku University
Bibliographic Information
- Other Title
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- 鋼管杭におけるコンクリート充填部の終局曲げ耐力と変形性能の評価
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Description
<p>At the pile head part of a steel pipe pile, commonly a structure called slip prevention stoppers are attached to the inner surface of steel pipe pile in multiple steps, and filled with concrete in the pile body. However, there are no reports on experimentally verifying the structural performance of this structure. In this paper, we have confirmed the integration of steel pipe pile and filled concrete, ultimate bending strength and deformation capacity. We propose a method to calculate the ultimate bending strength and deformation capacity at the pile head part of steel pipe pile and show its validity.</p>
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 87 (798), 737-748, 2022-08-01
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390011461952178944
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- ISSN
- 18818153
- 13404202
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- OpenAIRE
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- Abstract License Flag
- Disallowed