1 |
American Concrete Institute (2005). Design considerations for steel fiber reinforced concrete, ACI 544.4R-88, ACI Manual of Concrete Practice, Detroit.
|
2 |
Ha, G.J., Yi, D.R., & Kim, J.B. (2016). Evaluation of Structural Performance of RC Beams Retrofitted Steel Fiber to the Change of Replacement Ratio of Recycled Fine Aggregates, Proceeding of the Architectural Institute of Korea, 36(2), 1493-1498.
|
3 |
Ha, G.J., Yi, D.R., & Ha, J.H. (2013). Evaluation of Structural Performance of RC Beams Retrofitted Steel Fiber Consequential Replacement of Recycled Coarse Aggregate and Ground Granulated Blast Furnace Slag, Journal of the Korea Concrete Institute, 25(5), 477-484.
DOI
|
4 |
Jang, S.J., Ahn, K.L., & Yoon, H.D. (2015). Effect of Aggregate Size and Fiber Volume Fraction of Flexural Properties of Steel Fiber Reinforced Concrete (SFRC), Journal of the Architectural Institute of Korea Structure & Construction, 31(2), 45-54.
DOI
|
5 |
Kang, S.T., Park, J.J., Koh, G.T., & Kim, S.W. (2008). Evaluation on Flexural Capacity of Reinforced Concrete Beams with Ultra High Performance Cementitious Composites, Journal of the Korea Institute for Structural Maintenance Inspection, 12(5), 81-90
|
6 |
Kim, W.S., Baik, S.M., Lee, J.S., Kwon, J.H., & Kwak, Y.K. (2002). Flexural Capacities of Steel Fiber Reinforced Concrete Beams, Journal of the Architectural Institute of Korea, Structure & Construction Section, 18(9), 3-11.
|
7 |
Kim, W.S., Kwak, Y.K., & Kwak, Y.K. (2006). Prediction of Flexural Capacities of Steel-Fiber Reinforced Concrete, Journal of the Korea Concrete Institute, 18(3), 361-370.
DOI
|
8 |
Kim, Y.I. (2016). The Effects of Steel-Fiber Reinforcement on High Strength Concrete Replaced with Recycled Coarse Aggregates More Than 60%, Journal of the Korean Recycled Construction Resources Institute, 4(4), 404-417.
DOI
|
9 |
Lee, H.H. (2017). Capacity Evaluation of SFRC Beams using Recycled Fine and Coarse Aggregates, Journal of the Korea Institute for Structural Maintenance Inspection, 21(2), 122-129.
|
10 |
Lee, H.H. (2015). Flexural Behavior Evaluation of SFRC Beams Considering Steel Fiber Strengthening Factor, Journal of the Construction and Environment Research Institute, 10(1), 72-79.
|
11 |
Sherif, Y., Kareemi, H., Anaam, A., Amani, Z., & Hiba, I. (2015). Strength and Durability Evaluation of Recycled Aggregate Concrete, Internal Journal of Concrete Structures and Materials, 9(2), 219-239.
DOI
|
12 |
Lee, H.H., & Hur, M.W. (2005). Shear Capacity Estimation of SFRC Members Considering Steel Fiber Strengthening Factor and Shear Reinforcement, Journal of the Architectural Institute of Korea, Structure & Construction Section, 21(5), 35-42.
|
13 |
Lee, H.H., & Lee, T.W. (2016). Experimental Study on Mechanical Properties and Deformation Behavior of Concrete with Recycled Aggregates and Steel Fiber, Journal of the Korea Concrete Institute, 28(3), 357-363.
DOI
|
14 |
Oh, Y.H., & Kim, J.H. (2008). Estimation of Flexural and Shear Strength for Steel Fiber Reinforced Flexural Members without Shear Reinforcements, Journal of the Korea Concrete Institute, 20(2), 257-267.
DOI
|
15 |
Shin, J,L., Kim, W.S., Baek, S.M., Kang, T.H.-K., & Kwak, Y.K. (2015). Structural Performance Evaluation of Steel Fiber-Reinforced Concrete Beams with Recycled Coarse Aggregates, Journal of the Korea Concrete Institute, 27(3), 215-227.
DOI
|
16 |
Shin, S.W., Oh, J.K., & Ghosh, S.K. (1994). Shear Behavior of Laboratory-Sized High-Strength Concrete Beams Reinforced with Bars and Steel Fibers, Fiber Reinforced Concrete Development and Innovations, ACI SP-142, 181-200.
|
17 |
Yang, I.H., & Joh, C.B. (2010). Prediction of Flexural Capacity of Steel Fiber-Reinforced Ultra High Strength Concrete Beams, Journal of the Korea Society of Civil Engineers, 30(3A), 317-328.
|