Evaluation of Shear Behavior of Precast RC Beams According to Replacement Ratio of Ground Granulated Blast Furnace Slag |
Jeong, Chan-Yu
(공주대학교 건축공학과)
Kim, Young-Seek ((주)에이스원테크 기업부설연구소) Lee, Jin-Seop (삼표이앤씨(주) 기술연구소) Kim, Sang-Woo (공주대학교 건축공학과) Kim, Kil-Hee (공주대학교 건축공학과) |
1 | ACI Committee 318 (2011), Building Code Requirements for Structural Concrete (ACI 318-11), American Concrete Institute, Detroit, 473. |
2 | Comite Euro-International du Beton (CEB) (1990), CEB-FIP Model Code 1990, 145-240. |
3 | Elzanaty, A. H., Nilson, A. H., and Slate, F. O. (1986), Shear Capacity of Reinforced Concrete Beams Using High -Strength Concrete, ACI Structural Journal, 83(2), 290-296. |
4 | Ghannoum, W. M. (1990), Size Effect on Shear Strength of Reinforced Concrete Beams, Mcgill University, 230. |
5 | JSCE (1986), Standard Specification for Design and Construction of Concrete Structures, Part 1 (Design), 244. |
6 | Kani, G. N. J. (1967), How Safe Are Our Large Reinforced Concrete beams?, ACI Journal Proceedings, 64(3), 128-141. |
7 | Korean Standards Association (2003), Method of tensile test for metallic materials, Korean Standards Association, 7 (in Korean). |
8 | Korean Standards Association (2010), Standard test method for compressive strength of concrete, Korean Standards Association, 6 (in Korean). |
9 | Krefeld, W. J., and Thurston, C. W. (1966), Studies of The Shear and Diagonal Tension Strength of Simply Supported Reinforced Concrete Beams, ACI Structural Journal, 63(4), 451-476. |
10 | Lee, S. S., Won, C., Kim, D. S., and Park, S. J. (2000), A Study on the Engineering Properties of Concrete Using Blast-furnace Slag Powder, Journal of the Korea Concrete Institute, 12(4), 49-58 (in Korean). 과학기술학회마을 |
11 | Mphonde, A. G., and Frantz, G. C. (1984), Shear Tests of High-and Low-Strength Concrete Beams Without Stirrups, ACI Structural Journal, 81(4), 350-357. |
12 | Shin, K. S., and Choi, L. (2003), About the Rightness of Using Blast-Furnace Slag Fine Powder as Admixture in Ready-Mixed Concrete Industry, Magazine of the Korea Concrete Institute, 15(2), 8-12 (in Korean). 과학기술학회마을 |
13 | Sneed, L. H., and Ramirez, J. A. (2010), Influence of Effective Depth on Shear Strength of Concrete Beams-Experimental Study, ACI Structural Journal, 107(5), 554-562. |
14 | Walraven, J., and Lehwalter, N. (1994), Size Effects in Short Beams Loaded in Shear, ACI Structural Journal, 91(5), 585-593. |
15 | Zarzris, P. D., and Papadakis, G. Ch. (2001), Diagonal Shear Failure and Size Effect in RC Beams without Web Reinforcement, Journal of Structural Engineering, ASCE, 127(7), 733-742. DOI ScienceOn |
16 | Zsutty, T. C. (1968), Beam Shear Strength Prediction by Analysis of Existing Data, ACI Structural Journal, 65(11), 943-951. |