고강도 재료(고강도 콘크리트, 고강도 철근)가 사용된 철근콘크리트 부재의 전단파괴모드는 보통강도 재료를 사용한 부재의 전단파괴모드와 상이한 결과를 나타낼 수 있다. 고강도 재료가 ...
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https://www.riss.kr/link?id=A100249952
2006
Korean
539
KCI등재후보
학술저널
53-60(8쪽)
0
0
상세조회0
다운로드국문 초록 (Abstract)
고강도 재료(고강도 콘크리트, 고강도 철근)가 사용된 철근콘크리트 부재의 전단파괴모드는 보통강도 재료를 사용한 부재의 전단파괴모드와 상이한 결과를 나타낼 수 있다. 고강도 재료가 ...
고강도 재료(고강도 콘크리트, 고강도 철근)가 사용된 철근콘크리트 부재의 전단파괴모드는 보통강도 재료를 사용한 부재의 전단파괴모드와 상이한 결과를 나타낼 수 있다. 고강도 재료가 사용될 경우에 구조설계기준식에서 요구하는 전단보강철근이 먼저 항복한 후에 콘크리트가 압축파괴하는 것과는 다르게, 철근이 항복하기 이전에 콘크리트가 압축파괴할 수 있다. 이 논문에서는 고강도 재료가 사용된 철근콘크리트 부재의 최대철근비를 균형파괴시의 재료의 응력 및 변형률 상태를 이용하여 계산하였다. 제안식에서 최대철근비는 콘크리트의 압축강도와 전단보강철근의 상호관계에 의하여 변화하였다. 제안식은 97개의 철근콘크리트 부재에 대한 실험결과와 비교되었다. 실험결과 및 계산결과는 철근콘크리트 부재의 파괴모드가 전단보강철근의 양과 콘크리트의 압축강도와 밀접한 관계가 있음을 나타내었다.
다국어 초록 (Multilingual Abstract)
The shear failure modes of reinforced concrete members using high-strength materials (high-strength concrete and high-strength steel) are different to those of reinforced concrete members using normal-strength materials. The reinforced concrete member...
The shear failure modes of reinforced concrete members using high-strength materials (high-strength concrete and high-strength steel) are different to those of reinforced concrete members using normal-strength materials. The reinforced concrete members using high-strength materials are inclined to fail due to concrete crushing before the shear reinforcing bar reaches its yield strength. This paper presents an evaluation equation to calculate the maximum shear reinforcement ratio based on the material stresses and strains when the reinforced concrete members fail in shear. The maximum shear reinforcement ratio calculated by the proposed equation increases as the compressive strength of concrete increases. Test results of 97 reinforced concrete members reported in the technical literatures are used to check the validity of the proposed equation. The comparison between the test results and the ratio calculated using the proposed equation indicated that the shear failure modes depended on the interaction between the amount of shear reinforcement and the compressive strength of concrete.
참고문헌 (Reference)
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2 "Theoretical Prediction of Shear Strength and Failure Mode of Reinforced Concrete" 95 (95): 749-757, 1998
3 "Splitting Bond Failure of Dabble Reinforced Concrete Beam Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan" and kari : 353-354, 1991
4 "Shear Strength of Reinforced Concrete Members Subjected to High Axial Compressive Stress" 81 (81): 287-298, 1984
5 "Shear Strength of High-Strength Concrete Beams Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan" 287-288, 1990
6 "Shear Strength of High-Strength Concrete Beams Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan" 269-272, 1991
7 "Shear Strength of Beam Depending on Strength of Web Reinforcements" 17 (17): 75-80, 1989
8 "Shear Resistance of Concrete Beams with High-Strength Web Reinforcements" 15 (15): 461-466, 1993
9 "Research on Shear Transfer Mechanism of Reinforced Concrete Members" kyoto university : 1994.
10 "Flexural and Shear Strength of Short Span Beams Using Ultra High-Strength Reinforced Concrete Part 2 Shear Behavior of Beams Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan" 69-70, 1987.10
1 "Ultimate Shear Strength of RC Beams with High Tension Shear Reinforcement and High-Strength Concrete Journal of Structural Construction Engineering" 83-91, 1987
2 "Theoretical Prediction of Shear Strength and Failure Mode of Reinforced Concrete" 95 (95): 749-757, 1998
3 "Splitting Bond Failure of Dabble Reinforced Concrete Beam Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan" and kari : 353-354, 1991
4 "Shear Strength of Reinforced Concrete Members Subjected to High Axial Compressive Stress" 81 (81): 287-298, 1984
5 "Shear Strength of High-Strength Concrete Beams Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan" 287-288, 1990
6 "Shear Strength of High-Strength Concrete Beams Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan" 269-272, 1991
7 "Shear Strength of Beam Depending on Strength of Web Reinforcements" 17 (17): 75-80, 1989
8 "Shear Resistance of Concrete Beams with High-Strength Web Reinforcements" 15 (15): 461-466, 1993
9 "Research on Shear Transfer Mechanism of Reinforced Concrete Members" kyoto university : 1994.
10 "Flexural and Shear Strength of Short Span Beams Using Ultra High-Strength Reinforced Concrete Part 2 Shear Behavior of Beams Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan" 69-70, 1987.10
11 "Experimental Study on Shear Characteristic of RC Beams with High Tension Shear Reinforcement" 12 (12): 325-328, 1990
12 "Effectiveness of High Tension Shear Reinforcement in Reinforced Concrete Members Journal of Structural Construction Engineering" 12-20, 1982
13 "Diagonal Tension in Reinforced Concrete Beams" (2) : -1952, 1952
14 "Cyclic Stress-Strain Curves of Concrete and Steel Bars in Membrane Elements" ASCE 127 (127): 1402-1411, 2001
15 "Constitutive Laws of Softened Concrete in Biaxial Tension-Compression" 92 (92): 562-573, 1995
16 "Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete" 91 (91): 1994
점탄성물질 난류댐퍼를 이용한 K형 철골 브레이스 골조의 진동응답해석
Design and Analysis on The Connections of RC Precast Large Panel
학술지 이력
연월일 | 이력구분 | 이력상세 | 등재구분 |
---|---|---|---|
2022 | 평가예정 | 재인증평가 신청대상 (재인증) | |
2019-01-01 | 평가 | 등재학술지 유지 (계속평가) | |
2016-01-01 | 평가 | 등재학술지 유지 (계속평가) | |
2014-10-15 | 학회명변경 | 영문명 : Korean Assocoation For Apatial Structures -> Korean Association for Spatial Structures | |
2012-01-01 | 평가 | 등재 1차 FAIL (등재유지) | |
2009-01-01 | 평가 | 등재학술지 선정 (등재후보2차) | |
2008-01-01 | 평가 | 등재후보 1차 PASS (등재후보1차) | |
2007-01-01 | 평가 | 등재후보 1차 FAIL (등재후보1차) | |
2006-09-26 | 학술지명변경 | 한글명 : 한국쉘공간구조학회지 -> 한국공간구조학회지외국어명 : JOURNAL OF THE KOREAN ASSOCIATION FOR SHELL AND SPATIAL STRUCTURES -> JOURNAL OF THE KOREAN ASSOCIATION FOR AND SPATIAL STRUCTURES | |
2006-08-16 | 학회명변경 | 한글명 : 한국쉘공간구조학회 -> 한국공간구조학회영문명 : Korean Assocoation For Shell And Apatial Structures -> Korean Assocoation For Apatial Structures | |
2005-01-01 | 평가 | 등재후보학술지 선정 (신규평가) |
학술지 인용정보
기준연도 | WOS-KCI 통합IF(2년) | KCIF(2년) | KCIF(3년) |
---|---|---|---|
2016 | 0.35 | 0.35 | 0.3 |
KCIF(4년) | KCIF(5년) | 중심성지수(3년) | 즉시성지수 |
0.28 | 0.25 | 0.527 | 0.05 |