A STUDY ON PUNCHING SHEAR FAILURE OF FLAT SLAB STRUCTURE WITH STEEL COLUMN AND STEEL CAPITAL IN RC SLAB USING FEM ANALYSIS
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- YAMASHITA Yasuhiko
- Building Design Department, Osaka Main Office, Takenaka Corporation
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- YOON Rokhyun
- Graduate School of Engineering, Osaka University
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- SANADA Yasushi
- Graduate School of Engineering, Osaka University
Bibliographic Information
- Other Title
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- 鉄骨造柱とスラブ内蔵型鋼製キャピタルを有するフラットスラブ構造の有限要素法解析を用いたパンチング破壊性状の研究
Abstract
<p>The objective of this study is to investigate the punching shear strength and mechanism of flat slab structure with steel column and steel capital in RC slab based on FEM analysis results. Modeling for FEM analysis on the inner column-flat slab specimens was verified showing agreements with the test results; thus, reliable analytical data on inner stress transferred on the critical sections at punching shear failure. In particular, it was found that the ultimate moment resistance at the column-slab connections attained the upper limit when the shear stress on certain critical section reached its strength.</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) 88 (814), 1719-1729, 2023-12-01
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390861305866679296
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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
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- Abstract License Flag
- Disallowed