JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
Contact
Open Access
Bi-monthly
ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
http://journal.auric.kr/jksmi/
Mobile QR Code
Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
Indexed by
Korea Citation Index (KCI)
Main Menu
Main Menu
About Journal
Aims and Scope
Subscription Inquiry
Editorial Board
For Contributors
Instructions For Authors
Ethical Guideline
Crossmark Policy
Submission & Review
Archives
Current Issue
All Issues
Journal Search
Home
All Issues
2021-12
(Vol.25 No.6)
10.11112/jksmi.2021.25.6.76
Journal XML
XML
PDF
INFO
REF
References
1
Chen, L., Graybeal, B. A. (2012), Modeling structural performance of second-generation ultrahigh-performance concrete pi-girders, Journal of Bridge Engineering, 17(4), 634-643.
2
Richard, P., Cheyrezy, M. H. (1994), Reactive powder concretes with high ductility and 200-800 MPa compressive strength, Special Publication, 144, 507-518.
3
Choi, Jeong-Il, Koh, Kyung-Taek, Lee, Bang-Yeon (2015), Tensile Behavior of Ultra-High Performance Concrete According to Combination of Fibers, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(4), 49-56.
4
Tepfers, R. (1979), Cracking of concrete cover along anchored deformed reinforcing bars, Magazine of Concrete Research, 31(106), 3-12.
5
Holschemacher, K., Weiße, D., Klotz, S. (2004), Bond of reinforcement in ultra high strength concrete, In Proceedings of the International Symposium on UHPC, Kassel, Germany, 375-387.
6
Rilem, T. C. (1994), RC 6 Bond test for reinforcement steel. 2. Pull-out test, 1983, RILEM recommendations for the testing and use of constructions materials, 218-220.
7
Saleem, M. A., Mirmiran, A., Xia, J., Mackie, K. (2013), Development length of high-strength steel rebar in ultrahigh performance concrete, Journal of Materials in Civil Engineering, 25(8), 991-998.
8
Bae, B. I., Choi, H. K., Choi, C. S. (2016), Bond stress between conventional reinforcement and steel fibre reinforced reactive powder concrete, Construction and Building Materials, 112, 825-835.
9
Lee, H. J., Chung, C. H., Shin, D. H., Park, S. J., Kim, I. G. (2017), Evaluation on Structural Performance of Precast Bridge Deck Joint using HSFRC, Journal of the Korea institute for Structural Maintenance and Inspection, 21(6), 196-205.
10
Kim, S., Lee, J., Joh, C., Kwahk, I. (2016), Flexural Bond Behavior of Rebar in Ultra-High Performance Concrete Beams Considering Lap-Splice Length and Cover Depth, Engineering, 8(03), 116
11
KCI, (2017), KCI Model Code 2017. Seoul, Korea, Kimoondang Publishing Company. Korea Concrete Institute(KCI), 637(In Korean)
12
Code, P. (2005), Eurocode 2: design of concrete structures-part 1–1: general rules and rules for buildings, British Standard Institution, London.
13
Korea Concrete Institute, (2012), Design Guidelines for K-UHPC, KCI-M-12-003, Korea, 1-66.
14
AFGC(Association Française de Génie Civil), 이름 (2013), Interim Recommendations, Ultra High Performance Fibre Reinforced Concretes, France, 358.