Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

References

1 
Angst, U. M., Hooton, R. D., Marchand, J., Page, C. L., Flatt, R. J., Elsener, B., Gehlen, C., and Culikers, J. (2012), Present and Future Durability Challengers for Reinforced Concrete Structures, Materials and Corrosion, 63(12), 1047-1051.DOI
2 
Han, M. S., Park, J. H., Lee, J. H., and Min, J. Y. (2021), Analysis of structural safety for rebar exposure and corrosion in PSC I-girder bridge slab, Journal of the Korea Institute of Structural Maintenance and Inspection, 25(1), 67-74. (in Korean)DOI
3 
Abbas, M., and Shafiee, M. (2020), An Overview of Maintenance Management Strategies for Corroded Steel Structures in Extreme Marine Environments, Marine Structures, 71, 102718.DOI
4 
Oh, H. S., Sim, J. S., and Kang, T. S. (2008), An Experimental Study on the Fatigue Flexural Bonding Characteristic of Concrete Beam Reinforced with GFRP Rebar, Journal of the Korea Institute of Structural Maintenance and Inspection, 12(1), 101-108. (in Korean)URL
5 
Nanni, A., De Luca, A., and Zadeh, H. J. (2014), Reinforced Concrete with FRP Bars: Mechanics and Design, CRS Press, FL, USA, 35-63.URL
6 
Mahroug, M. E. M., Ashour, A. F., and Lam, D. (2014), Tests of Continuous Concrete Slabs Reinforced with Carbon Fibre Reinforced Polymer Bars, Composite: Part B, 66, 348-357.DOI
7 
El Ghadioui, R., Proske, T., Tran, N.L., and Graubner, C. (2020), Structural Behaviour of CFRP Reinforced Concrete Members Under Bending and Shear Loads, Materials and Structures, 53, Article No. 63.DOI
8 
Choi, S. Y., Choi, M. S., Kim, I. S., and Yang, E. I. (2021), A Study on the Evaluation Method to Flexural-bonding Behavior of FRP-Rebar Concrete Member, Journal of the Korea Institute of Structural Maintenance and Inspection, 25(5), 149-156. (in Korean)URL
9 
ACI Committee 440 (2015), Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars (ACI 440.1R-15), American Concrete Institute, Farmington Hills, MI., USA.URL
10 
AASHTO (2017), Bridge design guide specifications for gfrp- reinforced concrete bridge decks and traffic railings(AASHTO LRFD-17), AASHTO, Washington, DC, USA.URL
11 
Canadian Standards Association(CSA) (2012), Design and construction of building structures with fiber-reinforced polymers (CSA-S806-12). CSA Group, Mississauga, Ontario, Canada.URL
12 
Japan Society of Civil Engineers(JSCE) (1997), Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials(JSCE-1997), JSCE, Tokyo, Japan.URL
13 
Ritter, W. 1899. Die Bauweise Hennebique, Schweiserische Bauzeitung, Zurich, Switzerland.URL
14 
Mitchell, D., and Collins, M. P. (1974), Diagonal compression field theory - a rational model for structural concrete in pure torsion, Journal of the American Concrete Institute, 71, 396-408.DOI
15 
Vecchio, F. J., and Collins M. P. (1986), The Modified Compression- Field Theory for Reinforced Concrete Elements Subjected to Shear, ACI Journal, American Concrete Institute, 83(2), 219-231.URL
16 
Park, S. Y. (1999), Prediction of Shear Strength of R/C Beams using Modified Compression Field Theory and ACI Code, KCI Concrete Journal, Korea Concrete Institute, 11(3), 5-17.URL
17 
Bentz, E. C., Vecchio, F. J., Collins, M. P. (2006), Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements, ACI Structural Journal, 103(4), 614-624.URL
18 
Vecchio, F. J., and Collins M. P. (1988), Predicting the Response of Reinforced Concrete Beams Subjected to Shear Using Modified Compression Field Theory, ACI Structural Journal, 85(4), 258-268.URL
19 
Feng, W., Feng, H., Zhou, Z., and Shi, X. (2021), Analysis of the Shear Capacity of Ultrahigh Performance Concrete Beams Based on the Modified Compression Field Theory, Advances in Materials Science and Engineering, 2021, Article IN 5569733, 15 pages.DOI
20 
Walraven, J. C. (1981), Fundamental Analysis of Aggregate Interlock, Journal of the Structural Division, 107(11), 2245-2270.DOI