Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

Journal Search

  1. Home
  2. All Issues
  3. 2022-02 (Vol.26 No.1)
  4. 10.11112/jksmi.2022.26.1.58
XML PDF INFO REF

References

1 
ACI 440.1R-15, (2015), Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars, American Concrete Institute, Farmington Hills, MI, USA.Google Search
2 
Aiello, M. A., Focacci, F., Nanni, A. (2001), Effects of Thermal Loads on Concrete Cover of Fiber Reinforced Polymer Reinforced Elements: Theoretical and experimental analysis, ACI Materials Journal, 98(4), 332-339.Google Search
3 
Carreira, D. J., Chu, K. H. (1985), Stress-strain Relationship for Plain Concrete in Compression, ACI Journal, American Concrete Institute, 82(6), 797-804.Google Search
4 
Cho, J. S., Kim, M. S., Lee, Y. H., Kim, H. C. (2011), Experimental Study on Shear Strength of Concrete Deep Beam Reinforced FRP Bars, Journal of the Computational Structural Engineering Institute of Korea, 24(1), 23-32 (in Korean).URL
5 
Choi, D. U., Chun, S. C., Ha, S. S. (2009), Splice Length of GFRP Rebars based on Flexural Tests of Unconfined RC Members, Journal of the Korea Concrete Institute, 21(1), 65-74 (in Korean).DOI
6 
Gang, H. G., Kwak, H. G. (2017), A Strain Rate Dependent Orthotropic Concrete Material Model, International Journal of Impact Engineering, 103(1), 211-224.DOI
7 
Grassl, P., Rempling, R. (2008), A Damage-plasticity Interface Approach to the Meso-scale Modelling of Concrete Subjected to Cyclic Compressive Loading, Engineering Fracture Mechanics, 75(16), 4804-4818.DOI
8 
Hordijk, D. A. (1992), Tensile and Tensile Fatigue Behaviour of Concrete; Experiments, Modelling and Analyses, Heron, 37(1), 1-79.URL
9 
Jankowiak, T., Lodygowski, T. (2005), Identification of Parameters of Concrete Damage Plasticity Constitutive Model, Foundation of civil and environmental engineering, No. 6, Poznan university of technology, Poland, 53-69.Google Search
10 
Kim, S. M., Abu Al-Rub, R. K. (2011), Meso-scale Computational Modeling of the Plastic-damage Response of Cementitious Composites, Cement and Concrete Research, 41(3), 339-358.DOI
11 
Korea Concrete Institute(KCI), (2021), The Korean Concrete Structure Design Code, Korea Concrete Institute, Korea (in Korean)Google Search
12 
Lee, S. Y., Son, B. J. (2021), Study of Design of Concrete Beam Reinforced with FRP Bars, Journal of Korea Society of Advanced Composite Structure, 12(5), 44-53 (in Korean).Google Search
13 
Lee, H. J., Moon, J. H., Yang, K. H., Kim, S. J. (2018), Flexural Behavior of Beams Reinforced with Longitudinal GFRP Bars in Exterior Beam-column Connection, Journal of the Korea Concrete Institute, 31(3), 211-220.Google Search
14 
López, C. M., Carol, I., Aguado, A. (2008), Meso-structural Study of Concrete Fracture using Interface Elements. II: Compression, Biaxial and Brazilian Test, Materials and Structures, 41(3), 601-620.DOI
15 
Masmoudi, R., Zaidi, A., Gerard, P. (2005), Transverse Thermal Expansion of FRP Bars Embedded in Concrete, Journal of Composites for Construction, 9(5), 377-387.URL
16 
Matthy, S., De Shutter, G., Taerwe, L. (1996), Influence of Transverse Thermal Expansion of FRP Reinforcement on the Critical Concrete Cover, 2nd International Conference on Advanced Composite Materials in Bridges and Structures, ACMBS-II, Montreal, 665-672.Google Search
17 
Moon, D. Y., Oh, H. S. (2011), The Combined Effect of Concrete Environment and High Temperature on Interlaminar Shear Strength of FRP Reinforcement, Journal of the Korea Concrete Institute, 23(6), 749-746 (in Korean).DOI
18 
Park, C. G., Won, J. P., Cha, S. S. (2009), Bond Properties of Carbon Fiber Reinforced Polymer Rebar in Fiber Reinforced High Strength Concrete with Surface Treatment Methods of Reinforcing Fibers, Journal of the Korea Concrete Institute, 21(3), 275-282 (in Korean).DOI
19 
Prakash, A., Anandavalli, N., Madheswaran, C. K., Rajasankar, J., Lakshmanan, N. (2011), Three Dimensional FE Model of Stud Connected Steel-concrete Composite Girders subjected to Monotonic Loading, International Journal of Mechanics and Applications, 1(1), 1-11.Google Search
20 
Smith, M. (2009), ABAQUS/Explicit User's Manual, Version 6.9. Dassault Systèmes Simulia Corp.Google Search
21 
Rahman, H. A., Kingsley, C. Y., Taylor, D. A. (1995), Thermal Stress in FRP Reinforced Concrete, Proceeding Annual Conference of the Canadian Society for Civil Engineering, CSCE, Ottawa, 605-614.Google Search
22 
Rhee, I. K., Kim, W. (2006), Effects of numerical modeling on concrete heterogeneity, Journal of Korea Concrete Institute, 18(2), 189-198 (in Korean).DOI
23 
Seo, D. W., Han, B. S., Shin, S. W. (2007), Behaviour of One-way Concrete Slabs Reinforced with Fiber Reinforced Polymer (FRP) Bars, Journal of the Korea Concrete Institute, 19(6), 763-771(in Korean).DOI
24 
Timoshenko, S. P., Goodier, J. N. (1970), Theory of Elasticity, McGraw-Hill, New York.Google Search