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NTIS 바로가기한국구조물진단유지관리공학회 논문집 = Journal of the Korea Institute for Structural Maintenance and Inspection, v.25 no.6, 2021년, pp.218 - 225
천주현 ((재)한국건설생활환경시험연구원) , 김경민 ((재)한국건설생활환경시험연구원) , 신현목 (성균관대학교 건설환경공학부)
The purpose of this study is to present a rational analytical method for predicting the behavioral characteristics from crack occurrence to fracture for a one-way CFRP grid reinforced concrete slab specimen. A total of four specimens were selected by Zhang et al.(2004) as the main experimental varia...
ACI Committee 440 (2015), Guide for the Design and Constrution of Structural Concrete Reinforced with Fiber-Reinforced Polymer(FRP) Bars(ACI 440.1R-15), American Concrete Institute, Farmington Hills.
Cheon, J. H., Kim, K. M., Park, K. M., and Shin, H. M. (2016), Study on Seismic Performance Assesment of Reinforced Concrete Shear Wall using High-Strength Reinforcing Bar, Journal of the korea institute for structural Maintenance and Inspection, 21(2), 138-145.
Chris P. Pantelides, Brandon T. Besser and Ruifen Liu. (2012), One-Way Shear Behavior of Lightweight Concrete Panels Reinforced with GFRP Bars, Journal of Composites for Construction, ASCE, 16 (1), 2-9.
Development of Enhancing Life Span Technology for Waterfront Structures using FRP Hybrid Bars (2014), Korea Institute Of Construction Technology(KICT 2014-162).
Design Guideline of FRP-Reinforced Concrete Structure, (2019) Korea Concrete Institute, Gimondang.
Kim, T. H., Lee, K. M., Yoon, K. M. and Shin, S. H. (2003), Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. I; Theory and Formulation, Journal of Structural Engineering, ASCE, 129(9), 1199-1207.
Kim, T. H., Lee, K. M., Chugn, Y. S. and Shin, S. H. (2005), Seismic Damage Assesment of Reinforced Concrete Bridge Columns, Engineering Structures, 27(4), 576-592.
Li, B., Maekawa, K., and Okamura, H. (1989), Contact Density Model for Stress Transfer Across Crack in Concrete, Journal of the Faculty of Engineering, University of Tokyo, 40(1), 9-52.
M. Hasan Meisami, Davood Mostofinejad and Hikaru Nakamura (2014), Punching shear strengthening of two-way flat slabs using CFRP rods, Journal of Composites for Construction, ASCE, 18(2), 112-122.
Okamura, H., Maekawa, K., and Sivasubramaniyam, S.(1985), Verification of Modeling for Reinforced Concrete Finite Element, Finite Element Analysis of Reinforced Concrete Structures, ASCE, 528-543.
Park, S. Y., and Cui, Xian. (2004), Failure Mode and Design Guideline for Reinforced Concrete Slab Strengthened Using Carbon FRP Grid, Journal of the korea institute, 16(5), 667-675.
Portral, N. P.(2015), Usability of Textile Reinforced Concrete: Structural Performance, Durability and Sustainability, Ph. D. thesis,University of Charlmers.
Okelo, R. and Yuan, R. L. (2005), Bond Strength of Fiber Reinforced Polymer Rebars in Normal Strength Concrete; Theory and Formulation, Journal of Structural Engineering, ASCE, 9(3), 1199-1207.
Seong, D. J., Kim, T. H., Oh, M. S. and Shin, H. M. (2011), Inelastic Performance of High-Strength Concrete Bridge Columns under Earthquake Loads, Journal of Advanced Concrete Technology, 9(2), 205-220.
Shima, H. and Tamai, S. (1987), Tension stiffness model under reversed loading including post yield range, IABSE Colloquium Delft, 547-556.
Shin, H. M. (1988), Finite Element Analysis of Reinforced Concrete Members Subjected to Load Reversals, Ph. D. Dissertation, University of Tokyo.
Zhang, B., Masmoudi, R. and Benmokrane, B. (2004), Behaviour of one-way concrete slabs reinforced with CFRP grid reinforcements, Construction and Building Materials, 18, 625-635.Received : 00/00/2021
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