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

DOI

書誌事項

タイトル別名
  • DEFORMATION CAPACITY OF H-SECTION BEAM WITH WELD DEFECT (PART 2) : CONSIDERATION ON SCALE EFFECT

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説明

<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>

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詳細情報 詳細情報について

  • CRID
    1390022919294854912
  • DOI
    10.3130/aijs.90.676
  • ISSN
    18818153
    13404202
  • 本文言語コード
    ja
  • データソース種別
    • JaLC
  • 抄録ライセンスフラグ
    使用不可

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