STRENGTH OF T JOINT BY FILLET WELD : A study on beam-to-column connections by fillet weld (Part 1)
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- SHIRAGA Seiichi
- Hojo Structure Research Institute
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- TABUCHI Mototsugu
- Dept. of Architecture and Civil Engineering, Kobe Univ.
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- TANAKA Tsuyoshi
- Dept. of Architecture and Civil Engineering, Kobe Univ.
Bibliographic Information
- Other Title
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- 前面T形すみ肉溶接継目の強度 : すみ肉溶接による柱・梁仕口に関する研究(その1)
- ゼンメン Tガタ スミニク ヨウセツ ツギメ ノ キョウド スミニク ヨウセツ
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Abstract
In this paper, tensile tests were carried out to investigate elastic-plastic behavior of fillet weld. When the fillet weld size is enough (more than 0.7 times plate thickness), specimens with base metal thickness 12mm failed in base metal. Finite element analyses assuming plane strain state are carried out. Test results can be simulated by the analyses. In the limit analysis based on the slip line fields theory, mechanism of fillet weld assumed as the shear line connecting a root to a toe of fillet weld was derived. Analytical results agree with the test results.
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) 63 (507), 147-154, 1998
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390282680614354560
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- NII Article ID
- 110004303553
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 4481387
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed
