A Characteristic Study on Shear Strength of Reinforced Concrete Beams according to Shear Reinforcement Ratio and Beam Section Size
![]() |
Noh, Hyung-Jin
(금오공과대학교 건축학부)
Yu, In-Geun (금오공과대학교 건축학부) Lee, Ho-Kyung (금오공과대학교 건축학부) Baek, Seung-Min (금오공과대학교 건축학부) Kim, Woo-Suk (금오공과대학교 건축학부) Kwak, Yoon-Keun (금오공과대학교 건축학부) |
1 | ACI Committee 318. (2014) Building Code Requirements for Structural Concrete (ACI 318-14). American Concrete Institute. |
2 | Architectural Institute of Korea. (2016) Korean building Code and Commentary. |
3 | Bazant Z. P. (1997). Fracturing Truss Model Size Effect in Shear Failure of Reinforced Concrete, Journal of Engineering Mechanics Vol. 123, No. 12. 1276-1288 DOI |
4 | Baek, S. M., Kim, W. S., Kang, H. K., & Kwak, Y. K. (2013). An Experimental Assessment on Shear Behavior of High Strength Recycled Coarse Aggregate Concrete Beams, Journal of the Architectural Institute of Korea Structure & Construction, Vol. 29, No. 4, 27-36 DOI |
5 | Bazant, Z. P., & Yu, Q. (2005). Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams without Stirrups I. Formulation, ASCE Journal of Structural Engineering, Vol. 131, NO. 12, 1877-1885 DOI |
6 | CSA. (2014) Design of Concrete Structures (CSA A23.3-14), Canadian Standards Association. |
7 | Chung, H. S. (2003). A Study on the Shear Behavior and Size Effects of Reinforced High-Strength Concrete Deep Beams, Final Report of Specific Fundamental Research, Korea Science and Engineering Foundation, 145 |
8 | Jeong, C. Y. (2016). Prediction of Shear Strength of Reinforced Concrete Beams without Shear Reinforcement considering Bond Action of Longitudinal Bars and Size Effect, Ph.D Thesis. Kongju University. |
9 | Kani, G. N. J. (1967). How Safe Are Our Large Reinforced Concrete Beams?, Journal of American Concrete Institute, Vol. 64, No. 12, 129-141 |
10 | Kim, S. W., Jeong, C. Y., Jung, C. K., & Kim, K. H. (2012). Shear Behavior of Reinforced Concrete Beams according to Replacement Ratio of Recycled Coarse Aggregate, Journal of the Korea Concrete Institute, Vol. 24, No. 2, 157-164 DOI |
11 | Kim, W. S., Lee, H. K., Baek, S. M., & Kwak, Y. K. (2014). Evaluation of Shear Performance According to Size Effect of Recycled Aggregate RC Members, Architectural Institute of Korea Conference proceedings, Vol. 34, No. 1, 305-306 |
12 | Park, K. B. (2016). The Size Effect of Reinforced Concrete Beams Using High-Strength Stirrups, Master Thesis. Yeungnam University. |
13 | Kim, B. P., Shin, W. C., Lee, H. K., Baek, S. M., Kim, W. S., & Kwak, Y. K. (2017). Evaluation of Shear Behavior According to Size Effect of Reinforced Concrete Beams Using Recycled Coarse Aggregates, Journal of the Architectural Institute of Korea Structure & Construction, Vol. 33, No. 10, 3-11 DOI |
14 | Lee, H. K., Gong, H. M., Baek, S. M., Kim, W. S., & Kwak, Y. K. (2017). An Experimental Study on the Size Effect of Reinforced Concrete Members with Stirrups using Recycled Coarse Aggregates, J. of Korea Society of Waste Management, Vol. 34, No. 2, 188-198 DOI |
15 | Lee, Y. J., Seo, W. M., Kim, J. K., & Park, C. J. (1996). Effect of Concrete Strength on Stirrup Effectiveness in Shear Behavior of Concrete Beams, Journal of the Korea Concrete Institute, Vol. 8, No. 6, 173-182 |
16 | Park, K. H., & Yeom, D. W. (1996). Size Effect on the Shear Strength of High Strength Reinforced Concrete Short Beams without Stirrup, Journal of the Architectural Institute of Korea, Vol. 16, No. 2, 529-536 |
17 | Rhee, C. S., Shin, G. O., & Kim, W. (2006). Decomposition of Shear Resistance Components in Reinforced Concrete Beams, Journal of the Korea Concrete Institute, Vol. 18. No. 6, 819-825 DOI |
18 | Rios R. D., & Riera, J. D. (2004). Size effects in the analysis of reinforced concrete structures, Engineering Structures 26, 1115-1125 DOI |
19 | Sin, J. L., Kwon, W. H., Kwon, K. H., Kwak, Y. K., & Roh, H. I. (1996). An Experimental Study on the Shear Behavior of Reinforced High Strength Lightweight Concrete Beams, Architectural Institute of Korea, Vol. 16, No. 1, 297-301 |
20 | Song, H. W., Ha, J. H., & Byun, K. J. (1998). Size Effects in Shear Strength of Reinforced Concrete Beams without Web Reinforcement, Journal of the Korea Concrete Institute, Vol. 10, No. 6, 179-190 |
21 | Yang, K. H., & Shim, H. J. (2006). Size Effects in Reinforced Concrete Continuous Deep Beams without Shear Reinforcements, Journal of the Architectural Institute of Korea, Vol. 22, No. 1, 3-10 |
22 | Yang, K. H., Eun, H. C., & Chung, H. S. (2001). The Prediction on the Shear Strength of Reinforced Concrete Deep Beams Included Size Effect, Journal of the Architectural Institute of Korea, Vol. 17, No. 12, 35-44 |
23 | Zararis, P. D., & Papadakis, G. C. (2001). Diagonal Shear Failure and Size Effect in RC Beams without Web Reinforcement, Journal of Structural Engineering, Vol. 127, No. 7, 733-742 DOI |
24 | Zsutty, T. C. (1971). Shear Strength Prediction for Separate Categories of Simple Beam Tests, Journal of American Concrete Institute, Vol. 68, No. 15, 138-143 |
![]() |