JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
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Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
Indexed by
Korea Citation Index (KCI)
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2022-10
(Vol.26 No.5)
10.11112/jksmi.2022.26.5.135
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REF
References
1
Richard, P., Cheyrezy, M. H. (1994), Reactive powder concretes with high ductility and 200-800 MPa compressive strength, Special Publication, 144, 507-518.
2
KCI, (2017), KCI Model Code 2017, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute(KCI). 637(In Korean)
3
Code, P. (2005), Eurocode 2: design of concrete structures-part 1–1: general rules and rules for buildings, British Standard Institution, London.
4
Tepfers, R. (1979), Cracking of concrete cover along anchored deformed reinforcing bars, Magazine of Concrete Research, 31(106), 3-12.
5
ACI Committee 408, (2003), Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03), American Concrete Institute, Farmington Hills, MI.
6
Orangun, C. O., Jirsa, J. O., Breen, J. E. (1977), Reevaluation of Test Data on Development Length and Splices, ACI JOURNAL, Proceedings, 74(3, Mar.), 114-122.
7
Darwin, D., Graham, E. K. (1993a), Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars, ACI Structural Journal, 90(6, Nov.-Dec.), 646-657.
8
Darwin, D., Graham, E. K. (1993b), Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars, SL Report 93-1, University of Kansas Center for Research, Lawrence, Kans., Jan., 68
9
Zuo, J., Darwin, D. (1998), Bond Strength of High Relative Rib Area Reinforcing Bars, SM Report No. 46, University of Kansas Center for Research, Lawrence, Kans., 350 pp.
10
Zuo, J., Darwin, D. (2000), Splice Strength of Conventional and High Relative Rib Area Bars in Normal and High-Strength Concrete, ACI Structural Journal, 97(4, July-Aug.), 630-641.