1 |
ACI Committee 544 (1999), Design Consideration for Steel Fiber Reinforced Concrete, ACI 544.4R, 12-24.
|
2 |
Adebar, P., Mindess, S., St. Pierre, D., Olund, B. (1997), Shear tests of fiber concrete beams without stirrups, ACI Structural Journal, 94(1), 68-76.
|
3 |
Ahn, J. K. (2003), A Study on Evaluation of Crack Resistance in Chemically Prestressed Mortar, Master Thesis, Yonsei University (in Korean).
|
4 |
Ahn, J. K., Shim, B., Song, H. W., Byun, K. J. (2003), A study on fracture characteristics of chemically prestressed mortar, KCI Spring Conference, 15(1), 828-832 (in Korean).
|
5 |
Andac, O., Glasser, F. P. (1994), Polymorphism of Calcium Sulfoaluminate ( ) and its solid solution, Advances in Cement Research, 22(6), 57-60.
|
6 |
Cho, C. G., Han, S. J., Kwon, M. H., Lim, C. K. (2012), Seismic performance evaluation of reinforced concrete columns by applying steel fiber-reinforced mortar at plastic hinge region, Journal of the Korea Concrete Institute, 24(3), 241-248 (in Korean).
과학기술학회마을
DOI
ScienceOn
|
7 |
Kang, S. T., Ryu, G. S. (2011), The effect of steel-fiber contents on the compressive stress-strain relation of ultra high performance cementitious composites (UHPCC), Journal of the Korea Concrete Institute, 23(1), 67-75 (in Koran).
과학기술학회마을
DOI
ScienceOn
|
8 |
Kim, Y. I., Lee, Y. K., Kim, M. S. (2008), Influence of Steel Fiber Volume Ratios on Workability and Strength Characteristics of Steel Fiber Reinforced High-Strength Concrete, Journal of the Korea Institute of Building Construction, 8(3), 75-83 (in Korean).
과학기술학회마을
DOI
|
9 |
Kim, Y. K. (2003), A Study on Evaluation of Crack Resistance in Chemically Prestressed Steel Fiber Reinforced Concrete, Master Thesis, Yonsei University (in Korean).
|
10 |
Lee, H. H., Lee, H. J. (2004), Characteristic strength and deformation of SFRC considering steel fiber factor and volume fraction, Journal of the Korea Concrete Institute, 16(6), 759-766 (in Korean).
과학기술학회마을
DOI
ScienceOn
|
11 |
Li, M., Li, V. C. (2011), High-early-strength ECC for rapid durable repair: Material properties, ACI Materials Journal, 108(1), 3-12.
|
12 |
Maltese, C., Pistolesi, C., Lolli, A., Bravo, A., Cerulli, T., Salvioni, D. (2005), Combined effect of expansive and shrinkage reducing admixtures to obtain stable and durable mortars, Cement and Concrete Research, 35(2), 2244-2251.
DOI
ScienceOn
|
13 |
Nagataki. S., Gomi, H. (1998), Expansive admixtures (mainly ettringite), Cement and Concrete Composites, 20(2-3), 163-170.
DOI
ScienceOn
|
14 |
Oh, H. S., Moon, D. Y. (2012), A degradation characteristic of FRP rebar attacked by combined environmental factors, Journal of the Korea Institute for Structural Maintenance and Inspection, 16(3), 1-10 (in Korean).
|
15 |
Park, H. Y., Kim, C. Y., Choi, I. C., Bae, S. W., Ryu, J. H. (2001), Chemically prestressed precast concrete box culvert with expansive additives, Journal of the Korea Concrete Institute, 13(1), 43-51 (in Korean).
과학기술학회마을
|
16 |
Yoo, S. W., Kwon, S. J., Jung, S. H. (2012), Analysis technique for autogenous shrinkage on high performance concrete with mineral and chemical admixtures, Construction and Building Materials, 34(9), 1-10.
DOI
ScienceOn
|
17 |
Sahamitmongkol, R., Tanaka, Y., and Kishi, T. (2002), Cracking Behaviors of chemical prestressed reinforced concrete members, JSCE Fourth International Summer Symposium, Kyoto, JAPAN, 5-13.
|
18 |
Shim, B., Kim, Y. K., Song, H. W. (2004), A Study on Crack Behavior of Chemically Prestressed Steel Fiber Reinforced Concrete, KCI Fall Conference, 16(2), 121-124 (in Korean).
|
19 |
Won, J., Lee S., Kim Y., Jang C., Lee S. W. (2008), The effect of exposure to alkaline solution and water on the strength-porosity relationship of GFRP rebar, Composites Part B: Engineering, 39(5), 764-772.
DOI
|
20 |
Yoshinori, K., Yuichi, U. (2002), Test methodfor fracture property of concrete, Concrete Journal, 40(2), 8-15 (in Japanese).
|