Cracking Behavior of RC Tension Members Reinforced with Amorphous Steel Fibers
![]() |
Park, Kyoung-Woo
(Research and Development Center, Sani construction Co.)
Lee, Jun-Seok (Dept. of Civil Engineering, Chonnam National University) Kim, Woo (Dept. of Civil Engineering, Chonnam National University) Kim, Dae-Joong (Dept. of Civil and Environmental Engineering, Jeonnam Provincial College) Lee, Gi-Yeol (Dept. of Civil Engineering, Suncheon Jeil College) |
1 | Bischoff, P. H., "Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete," Journal of Materials in Civil Engineering, Vol. 15, No. 2, 2003, pp. 174-182. (doi: http://dx.doi.org/10.1061/(ASCE)0899-1561(2003)15: 2(174)) DOI ScienceOn |
2 | Kwak, H. G., Na, C. K., Kim, S. W., and Kang, S. T., "Tension-Stiffening Model and Application of Ultra High Strength Fiber Reinforced Concrete," Journal of the Korean Society of Civil Engineers, Vol. 29, No. 4A, 2009, pp. 267-279 (in Korean). 과학기술학회마을 |
3 | Kang, S. T., Hong, K. N., Han, S. H., and Kim, S. W., "The Effect of Fiber Volume Fraction on the Tension Softening Behavior of Steel Fiber-Reinforced Ultra High Strength Concrete," Journal of the Korea Concrete Institute, Vol. 21, No. 1, 2009, pp. 13-20 (in Korean). 과학기술학회마을 DOI ScienceOn |
4 | Fib, fib Model Cde 2010 First Complete Draft-Volume 1, Federation Internationale du Beton, 2010, pp. 220-231. |
5 | Yang, J. M., Yoon, S. H., Choi, S. J., and Kim, G. D., "Development and Application of Pig Iron Based Amorphous Fiber for Concrete Reinforcement," Magazine of the Korea Concrete Institute, Vol. 25, No. 4, 2013, pp. 38-41 (in Korean). |
6 | Ganesan, N., Indira, P. V., and Sabeeba, M. V., "Tension Stiffening and Cracking of Hybrid Fiber- Reinforced Concrete," ACI Materials Journal, Vol. 110, No, 6, 2013, pp. 715-721. (doi: http://dx.doi.org/10.14359/51686341) DOI |
7 | Kim, Y. S., Crack Spacings Relationship and Tension Stiffening Effect on Axially Loaded Tension Members Reinforced with Amorphous Steel Fibers, Department of Architectural Engineering, Gwangju University, Master's Thesis, 2014 (in Korean). |
8 | Deluce, J. R. and Vecchio, F. J., "Cracking Behavior of Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement, ACI Structural Journal, Vol. 110, No. 3, 2013, pp. 481-490. (doi: http://dx.doi. org/ 10.14359/51685605) DOI |
9 | Kim, W., Lee, K. Y., and Yum, H. S., "Bond Characteristics and Cracking Behavior in High-Strength Concrete Tensile Members (1)," Journal of the Korean Society of Civil Engineers, Vol. 21, No. 5-A, 2001, pp. 687-698 (in Korean). 과학기술학회마을 |
10 | CEB-FIP, CEB-FIP Model Code 1990, Comite Euro- International Du Beton, Paris, 1991, pp. 247-251. |
11 | European Committee for Standardization, Eurocode 2-Design of Concrete Structures, European Committee for Standardization, Brussels, 2002, pp. 124-131. |
12 | Abrishami, H. H. and Mitchell, D., "Influence of Steel Fibers on Tension Stiffening," ACI Structural Journal, Vol. 94, No. 6, 1997, pp. 769-776. (doi: http://dx.doi. org/10.14359/9736) DOI |
13 | Korea Concrete Institute, Structural Concrete Design Code, Kimoondang Publishing Company, Seoul, 2012, pp. 300-302 (in Korean). |
14 | CEB-FIP, CEB-FIP Model Code for Concrete Structures, Comite Euro-International Du Beton, 1978, 348 pp. |
15 | Eibl, J., Concrete Structures Euro-Design Handbook, Emst & Sohn, 1994, pp. 244-249. |
16 | Broms, B. B., "Crack Width and Crack Spacing in Reinforced Concrete Members," ACI Journal, Vol. 62, No. 10, 1965, pp. 1237-1256. (doi: http://dx.doi.org/10.14359/7742) DOI |
17 | Rizkalla, S. H. and Hwang, L. S., "Crack Prediction for Members in Uniaxial Tension," ACI Journal, Vol. 81, No. 6, 1984, pp. 572-579. (doi: (http://dx.doi.org/10.14359/10702) DOI |
18 | Collins M. P. and Mitchell D., Prestressed Concrete Structures, Prentice Hall, 1996, pp. 152-154. |
19 | Beeby, A. W., "Predicting of Crack Width in Hardened Concrete," Structural Engineer, Vol. 57A, No. 1, 1979, pp. 9-17. |
20 | Broms, B. B. and Lutz, L. A., "Effect of Arrangement of Reinforcement on Crack Width and Spacing of Reinforced Concrete Members," ACI Journal, Vol. 62, No. 11, 1965, pp. 1395-1420. (doi: http://dx.doi.org/10.14359/ 7752) DOI |
21 | ACI Committee 318, Building Code Requirement for Structural Concrete and Commentary (ACI 318-08), American Concrete Institute, 2008, 430 pp. |
![]() |