溶接欠陥と梁部材の力学的性能が柱梁溶接接合部の変形能力に与える影響(構造・材料系)

日本建築学会

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タイトル別名
  • Influence which welding defect and mechanical property of beam give to deformation capacity of beam-to-column welded joints

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Experimented on the model of the beam-to-column welded joints which had the defect by three points bending test. The influence which the welding defect and the difference of a mechanical property of the beam gave to the deformation capacity was examined. The result that the following were obtained. The deformation capacity of the one with a small welding defect is high. One with a low yield ratio was excellent in the transformation.

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