'
강섬유 보강 철근콘크리트 인장부재의 균열거동 및 인장강화효과 모델 = Cracking Behavior and Tension Stiffening Effect Model in RC Tension Members Reinforced with Steel Fibers' 의 주제별 논문영향력
논문영향력 요약
주제
강섬유
강섬유 보강 철근콘크리트
균열거동
인장강화효과
동일주제 총논문수
논문피인용 총횟수
주제별 논문영향력의 평균
112
0
0.0%
주제별 논문영향력
논문영향력
주제
주제별 논문수
주제별 피인용횟수
주제별 논문영향력
주제어
강섬유
107
0
0.0%
강섬유 보강 철근콘크리트
1
0
0.0%
균열거동
2
0
0.0%
인장강화효과
2
0
0.0%
계
112
0
0.0%
* 다른 주제어 보유 논문에서 피인용된 횟수
0
'
강섬유 보강 철근콘크리트 인장부재의 균열거동 및 인장강화효과 모델 = Cracking Behavior and Tension Stiffening Effect Model in RC Tension Members Reinforced with Steel Fibers' 의 참고문헌
양인환
조창빈대한토목학회논문집, , Vol. 30, No. 3A, pp. 317∼328[2010]
Stroband, J., "Experimental Research into the Bond Behavior ofReinforcing Bars in Light weight and Normal Weight Concrete",Delft University of Technology Report 25.5-91-3/VF C., 1991, pp.
Rizkalla, S. H., Hwang, L. S., "Crack Prediction for Members inUniaxial Tension", ACI Journal, 1984, Vol. 81, No. 6, pp. 572∼579.
Leonhardt, F., "Crack Control in Concrete Structures", IABSESurveys No. S-4/77, 1977, Zurich, pp.
Lee, S. C., Cho, J. Y., and Vrcchio, F. J., "Tension Stiffening Modelfor Steel Fiber-Reinforced Concrete Containing ConventionalReinforcement", ACI Structural Journal, 2013, Vol. 110, No. 4, pp.639∼648.
Kim W., Lee K. Y., and Yum H. S., "Tension Stiffening Effect ofHigh-Strength Concrete in Axially Loaded Members", KCI ConcreteJournal, 2003, Vol. 15, No. 6, pp. 915∼923.
Kelvin F., and Peter H. B., "Tension Stiffening and Cracking ofHigh-Strength Reinforced Concrete Tension Members", ACIStructural Journal, 2004, Vol. 101, No. 4, pp. 447∼456.
Josef Eibl, and Karlsruhe, "Concrete Structures Euro-DesignHandbook", Ernst & Shon, 1994, pp.
JCI Standards for Test Methods of Fiber Reinforced Concrete(Standard SF4), "Method of Test for Flexural ToughnessParameters for Fiber Reinforced Concrete", Japan ConcreteInstitute, 1983.
Hwang, L. S., and Rizkalla, S. H., "Crack Prediction for Members inUniaxial Tension", ACI Journal, 1984, Vol. 81, No. 6, pp. 572∼579.
Goto, Y., and Otsuka, K., "Studies on Internal Cracks Formed inConcrete Around Deformed Tension Bars" , ACI Journal, 1971, Vol.68, No. 4, pp. 244∼251.
Ganesan, N., Indira, P. V. A. and Sabeena, M. V., "TensionStiffening and Cracking of Hybrid Fiber-Reinforced Concrete", ACIMaterials Journal, 2013, Vol. 110, No. 6, pp. 715∼721.
Fib, fib Model Code 2010, First complete draft - Volume 1,Federation internationale du beton, 2010, Switzerland, pp. 220∼231.
Fib, "Structural Concrete - Volume 2", International Federation forStructural Concrete, Switzerland, 1999, pp. 75∼91.
European Committee for Standardization, "Eurocode 2 - Design ofConcrete Structures", European Committee for Standardization,Brussels, 2002, 130 pp.
Deluce, J. R., Lee, S. C. and Vecchio, F. J., "Crack Model for SteelFiber-Reinforced Concrete Members Containing ConventionalReinforcement", ACI Structural Journal, 2014, Vol. 111, No. 1, pp.93∼102.
Collins M. P., and Mitchell D., "Prestressed Concrete Structures",Prentice Hall, 1996, New Jersey, pp.
Chan, H. C., Cheung, Y. K. and Huang. Y. P., "Crack Analysis ofReinforced Concrete Tension Members", ASCE Journal of StructuralEngineering, 1992, Vol. 118, No. 8, pp. 2118∼2131.
CEB-FIP, "CEB-FIP Model Code for Concrete Structures", ComiteEuro International Du Beton, 1978, Paris, pp.
CEB-FIP, "CEB-FIP Model Code 1990", Comite Euro InternationalDu Beton, 1991, pp. 87∼109.
Broms, B. B., and Lutz, L. A., "Effect of Arrangement ofReinforcement on Crack Width and Spacing of Reinforced ConcreteMembers", ACI Journal, 1965, Vol. 62, No. 11, pp. 1395∼1420.
Broms, B. B., "Crack Width and Crack Spacing in ReinforcedConcrete Members", ACI Journal, 1965, Vol. 62, No. 9, pp. 1237∼1256.
Bischoff, P. H., "Tension Stiffening and Cracking of SteelFiber-Reinforced Concrete", ASCE Journal of Materials in CivilEngineering, 2003, Vol. 15, No. 2, pp. 174∼182.
Beeby, A. W., "Predicting of Crack Width in Hardened Concrete",Structural Engineer, 1979, Vol. 57A, No. 1, pp. 9∼17.
Base, G. D., Read, J. B., Beeby, A. W., and Taylor, H. P. J., "AnInvestigation of the Crack Control Characteristics of Various Typesof Bar in Reinforced Concrete Beams", Research Report No.
Banthia, N. and Trottier, J. F., "Test Methods for FlexuralToughness Characterization of Fiber Reinforced Concrete: SomeConcerns and a Proposition", ACI Materials Journal, 1995, Vol. 92,No. 1, pp. 769∼790.
Ajaya K. G., and Sergio R. M. "Tension-Stiffness Model forReinforced Concrete Bars", ASCE Journal of Structural Engineering,1990, Vol. 116, No. 3, pp. 769∼790.
Abrishami, H. H. and Mitchell, D., "Influence of Splitting Cracks onTension Stiffening,“ ACI Structural Journal, 1996, Vol. 93, No. 6, pp.703∼710.
ASTM C 1609, "Standard Test Method for Flexural Performance ofFiber-Reinforced Concrete(Using Beam With Third-Point Loading)",ASTM International, 2012.
ASTM C 1018, “Standard Test Method for Flexural Toughness andFirst Crack Strength of Fiber-Reinforced Concrete(Using Beam WithThird-Point Loading)", ASTM International, 2006.
ACI Committee 318, Building Code Requirements for StructuralConcrete and Commentary(ACI 318-08), ACI, Farmington Hill MI,2008, pp. 135∼137.
ACI Committee 224, "Cracking of Concrete Members in DirectTension", ACI Journal, 1986, Vol. 83, No. 1, pp. 224.2R-86.
018-Part 1, 1966, Cement and Concrete Association, WexhamSprings, 44pp.
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강섬유 보강 철근콘크리트 인장부재의 균열거동 및 인장강화효과 모델 = Cracking Behavior and Tension Stiffening Effect Model in RC Tension Members Reinforced with Steel Fibers'
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