• Title/Summary/Keyword: Tension Yield Shear Rupture

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An Experimental Study on the Block Shear Rupture of Angle Tension Members (인장력을 받는 ㄱ형강의 블록전단 파단에 관한 실험적 연구)

  • Kim, Bo Young;Lee, Kyu Kwong;Choi, Mun Sik
    • Journal of Korean Society of Steel Construction
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    • v.10 no.4 s.37
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    • pp.721-730
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    • 1998
  • In this paper, an experimental study have been many studies on the joints of steel structure, for it has great influences on the safety of structures. Research on block shear rupture of the joint receiving pure tension have been done in foreign countries, but not in Korea. This study focuses on the propriety of block shear design code, according to limited state design criteria of steel structures recently established in Korea, by an experiment on the joint of angle tension members. The methods of this study were to compare other study results on block shear rupture mode and ultimate capacity, and to evaluate the propriety of the criteria design code. The result is that tension yield shear ruptures and shear yield tension ruptures happened at the joint, and the experimental rupture load was 15% higher than the capacity entered in the criteria design code. We conclude that it is necessary to revaluate the block shear design code presented by many studies on the limited state design criteria of steel structures.

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An Experimental Study on the Block Shear Rupture of Flange for H-Beam Tension Members (인장력을 받는 H형강 플랜지의 블록전단 파단에 관한 실험적 연구)

  • Kim, Bo Young;Kwon, Chan;Choi, Mun Sik
    • Journal of Korean Society of Steel Construction
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    • v.11 no.3 s.40
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    • pp.291-299
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    • 1999
  • In this paper, an experimental study have been many studies on the propriety of block shear design code. according to limited state design criteria of steel structures recently established in Korea, by an experiment on the joint of H-Beam Flange tension members. The objects of this study were to compare with the results of other studies on block shear rupture mode and ultimate capacity, and to evaluate the propriety of the design criteria. The result is that the joint happened, two types, tension yield-shear ruptures and shear yield-tension ruptures, and the experimental rupture load was 23% higher than the capacity entered in the criteria design code In this criteria, it was found that ultimate strength of block shear of H-Beam Flange was lowly estimated. Therefore, we emphasize the need of estimates on the block shear rupture by carrying out many studies in this field.

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