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DEFORMATION CAPACITY OF H-SECTION BEAM WITH WELD DEFECT (PART 2) : CONSIDERATION ON SCALE EFFECT
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- UETA Ryo
- Okumura Corporation
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- TANAKA Tsuyoshi
- Dept. of Architecture, Kobe Univ.
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- TAKATSUKA Kouhei
- Faculty of Architecture, Kindai Univ.
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- TAHARA Yuki
- Former, Dept. of Architecture and Architectural Eng., Kyoto Univ.
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- MATSUMOTO Yuta
- Dept. of Architecture, Kobe Univ.
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- NISHIZAWA Jun
- Kakuto Corporation
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- TSUKAO Takaya
- Kakuto Corporation
Bibliographic Information
- Other Title
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- 溶接欠陥を有するH形断面梁の塑性変形能力（その2）：寸法効果に関する考察
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Description
<p>In the previous paper, the authors reported the effects of weld defects focused on groove types and height of weld defects. The difference in beam section size may reduce the deformation capacity due to the scale effects. Test specimens about 1.6 times larger than the previous specimens for full-scale loading tests were prepared for this study. In this paper, the test results and finite element analysis results are reported, and the effects of the scale effects on deformation capacity and crack propagation are discussed.</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) 90 (832), 676-686, 2025-06-01
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390022919294854912
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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
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- Abstract License Flag
- Disallowed