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      주먹장 접합부와 나비장 접합부의 인장 특성에 대한 연구 = A Study on the Tensile Characteristics for T&G Joint and Butterfly Joint

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      https://www.riss.kr/link?id=A106278360

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      다국어 초록 (Multilingual Abstract)

      Wood, the main members of a traditional wooden building, is a good material with many advantages as a structural material. However, due to the limitations of length, it has been used more conveniently by various joints. T&G joint and butterfly joint, those have been most widely used in Hanok, are considered to be the most basic joint method in the connection of traditional wooden constructions. The tensile performance of the T&G joint and butterfly joint showed 2.1% and 1.3% compared to non-jointed member. As a result, there was only the possibility of using it as a long structural member. The tensile performances of T&G joint and butterfly joint showed statistical significance at 95% level. The failure pattern of both joints showed ductile fracture. Compared to brittle fracture in concrete frame structures, it is considered effective to reduce the damage of human life caused by earthquakes. Both joint method showed splintering failure at the point of stress concentration in groove part. In the next study, dimension optimization on the several joints needs to be obtained by both numerical method and failure test with various sizes in tongue and groove.
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      Wood, the main members of a traditional wooden building, is a good material with many advantages as a structural material. However, due to the limitations of length, it has been used more conveniently by various joints. T&G joint and butterfly joint, ...

      Wood, the main members of a traditional wooden building, is a good material with many advantages as a structural material. However, due to the limitations of length, it has been used more conveniently by various joints. T&G joint and butterfly joint, those have been most widely used in Hanok, are considered to be the most basic joint method in the connection of traditional wooden constructions. The tensile performance of the T&G joint and butterfly joint showed 2.1% and 1.3% compared to non-jointed member. As a result, there was only the possibility of using it as a long structural member. The tensile performances of T&G joint and butterfly joint showed statistical significance at 95% level. The failure pattern of both joints showed ductile fracture. Compared to brittle fracture in concrete frame structures, it is considered effective to reduce the damage of human life caused by earthquakes. Both joint method showed splintering failure at the point of stress concentration in groove part. In the next study, dimension optimization on the several joints needs to be obtained by both numerical method and failure test with various sizes in tongue and groove.

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      참고문헌 (Reference)

      1 김동현, "전통목구조 이음방법에 대한 연구" 국립문화재연구소 6 : 20-38, 1985

      2 "Statistics Korea (KOSTAT) in 2017"

      3 Kim, G.-C., "Numerical analysis of compressive performance for the Korean traditional joint" Kyushu University 58 (58): 359-364, 2013

      4 "KS F 2207 : Method of tension test for wood"

      5 Pang, S-J., "In-grade testing for tensile strength of domestic lumber" 23-, 2016

      6 Kim, G.-C., "A Study on the Field Survey of Traditional Korean Joint's Standardization" 28-29, 2015

      7 Kim, G.-C., "A Study on the Bending Properties of Traditional Korean Joints" Kyushu University 56 (56): 353-360, 2011

      8 Kim, G.-C., "A Study On The Compressive Strength Properties Of Traditional Korean Joints" 55 (55): 307-312, 2010

      1 김동현, "전통목구조 이음방법에 대한 연구" 국립문화재연구소 6 : 20-38, 1985

      2 "Statistics Korea (KOSTAT) in 2017"

      3 Kim, G.-C., "Numerical analysis of compressive performance for the Korean traditional joint" Kyushu University 58 (58): 359-364, 2013

      4 "KS F 2207 : Method of tension test for wood"

      5 Pang, S-J., "In-grade testing for tensile strength of domestic lumber" 23-, 2016

      6 Kim, G.-C., "A Study on the Field Survey of Traditional Korean Joint's Standardization" 28-29, 2015

      7 Kim, G.-C., "A Study on the Bending Properties of Traditional Korean Joints" Kyushu University 56 (56): 353-360, 2011

      8 Kim, G.-C., "A Study On The Compressive Strength Properties Of Traditional Korean Joints" 55 (55): 307-312, 2010

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2014-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2013-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2012-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2011-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2010-01-01 평가 신청제한 (등재후보1차) KCI등재후보
      2009-01-01 평가 등재후보 1차 FAIL (등재후보1차) KCI등재후보
      2007-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.19 0.19 0.21
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.23 0.22 0.375 0.02
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