Evaluation of Punching Shear for Flat Plates Using GFRP Plate Shear Reinforcement
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Lee, Young Hak
(Department of Architectural Engineering, Kyung Hee University)
Kim, Min Sook (Department of Architectural Engineering, Kyung Hee University) Hwang, Seung Yeon (Department of Architectural Engineering, Kyung Hee University) Choi, Jinwoong (Department of Architectural Engineering, Kyung Hee University) Kim, Heecheul (Department of Architectural Engineering, Kyung Hee University) |
1 | Abdullah, A., Bailey, C. G., Wu, Z. G. (2013) Tests Investigating the Punching Shear of a Column-slab Connection Strengthened with Non-prestressed or Prestressed FRP Plates, Constr. & Build. Mater., 48, pp.1134-1144. DOI |
2 | Korea Concrete Institute (2011) KCI Concrete Structure Design Code 2011, Seoul, p.548. |
3 | Dulude, C., Hassan, M., Ahmed, E. A., Benmokrane, B. (2013) Punching Shear Behavior of Flat Slabs Reinforced with Glass Fiber-Reinforced Polymer Bars, ACI Struct. J., 110(5), pp.723-733. |
4 | Hwang, S. Y., Kim, M. S., Lee, Y. H., Kim, H. (2014) Evaluation of Shear Strength for Reinforced Flat Plates Embedded with GFRP Plates, J. Comput. Struct. Eng. Inst. Korea, 27(2), pp.121-128. 과학기술학회마을 DOI ScienceOn |
5 | Johansen, K. W. (1998) Yield line formulate for slabs, Cement and Concrete Association, London, p.120. |
6 | Lawler, N., Polak, M. A. (2011) Development of FRP Shear Bolts for Punching Shear Retrofit of Reinforced Concrete Slabs, J. Compos. Consrt., 15(4), pp.591-601. DOI |
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