1 |
Korea Concrete Institute(KCI) (2021) The Korean Concrete Structure Design Code, Korea Concrete Institute, Korea
|
2 |
Lee, H. J., Moon J. H., Yang K. H., and 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
DOI
|
3 |
Lopez, C. M., Carol, I., and 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
|
4 |
Matthy, S., De Shutter, G., and 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.
|
5 |
Moon D. Y. and 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
DOI
|
6 |
Prakash, A., Anandavalli, N., Madheswaran, C. K., Rajasankar, J., and 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.
DOI
|
7 |
Smith, M. (2009). ABAQUS/Explicit User's Manual, Version 6.9. Dassault Systemes Simulia Corp.
|
8 |
Rhee I. K. and Kim W (2006) Effects of numerical modeling on concrete heterogeneity. Journal of Korea Concrete Institute, 18(2), 189-198.
DOI
|
9 |
Seo, D. W., Han, B. S., and 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
DOI
|
10 |
Gang, H. G. and Kwak, H. G. (2017) A Strain Rate Dependent Orthotropic Concrete Material Model. International Journal of Impact Engineering, 103(1), 211-224
DOI
|
11 |
Kim S. M. and 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
|
12 |
Rahman, H. A., Kingsley, C. Y., and Taylor, D. A. (1995) Thermal Stress in FRP Reinforced Concrete. Proceeding Annual Conference of the Canadian Society for Civil Engineering, CSCE, Ottawa, 605-614.
|
13 |
Lee S. Y. and 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
DOI
|
14 |
Masmoudi, R., Zaidi A., and Gerard, P. (2005) Transverse Thermal Expansion of FRP Bars Embedded in Concrete. Journal of Composites for Construction, 9(5), 377-387
DOI
|
15 |
Park C. G., Won J. P., and 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
DOI
|
16 |
Timoshenko, S. P. and Goodier, J. N. (1970) Theory of Elasticity, McGraw-Hill, New York.
|
17 |
Cho J. S., Kim M. S., Lee Y. H., and 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
|
18 |
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.
|
19 |
Aiello, M. A., Focacci, F., and 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.
|
20 |
Carreira, D. J. and Chu, K. H. (1985) Stress-strain Relationship for Plain Concrete in Compression. ACI Journal, American Concrete Institute, 82(6), 797-804.
|
21 |
Jankowiak, T. and 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.
|
22 |
Choi D. U., Chun S. C., and 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
DOI
|
23 |
Grassl, P. and 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
|
24 |
Hordijk D. A. (1992) Tensile and Tensile Fatigue Behaviour of Concrete; Experiments, Modelling and Analyses. Heron, 37(1), 1-79.
|