Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Abdalla, H. A. (2002). "Evaluation of deflection in concrete members reinforced with fibre reinforced polymer (FRP) bars." Composite Structures, Vol. 56, No. 1, pp. 63-71.DOI
2 
Acciai, A., D'Ambrisi, A., De Stefano, M., Feo, L., Focacci, F. and Nudo, R. (2016). "Experimental response of FRP reinforced members without transverse reinforcement: Failure modes and design issues." Composites Part B: Engineering, Vol. 89, pp. 397-407.DOI
3 
ACI-440.1R (2015). Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars, Farmington Hills, MI.
4 
Aiello, M. A. and Ombres, L. (2000). "Load-deflection analysis of FRP reinforced concrete flexural members." Journal of Composites for Construction, Vol. 4, No. 4, pp. 164-171.DOI
5 
Benmokrane, B., Elgabbas, F., Ahmed, E. A. and Cousin, P. (2015a). "Characterization and comparative durability study of glass/vinylester, basalt/vinylester, and basalt/epoxy FRP bars." Journal of Composites for Construction, Vol. 19, No. 6, 04015008.DOI
6 
Benmokrane, B., Ali, A. H., Mohamed, H. M., Robert, M. and ElSafty, A. (2015b). "Durability performance and service life of CFCC tendons exposed to elevated temperature and alkaline environment." Journal of Composites for Construction, Vol. 20, No. 1, 04015043.DOI
7 
Bischoff, P. H. (2005). "Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars." Journal of Structural Engineering, Vol. 131, No. 5, pp. 752-767.DOI
8 
Bischoff, P. H. and Gross, S. P. (2010). "Equivalent moment of inertia based on integration of curvature." Journal of Composites for Construction, Vol. 15, No. 3, pp. 263-273.DOI
9 
Bischoff, P. H. and Scanlon, A. (2007). "Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and fiber-reinforced polymer reinforcement." ACI Structural Journal, Vol. 104, No. 1, pp. 68-75.DOI
10 
BS EN 1992, Eurocode 2 (2004). Design of concrete structures.
11 
Canadian Standards Association (2012). Design and construction of building components with fibre-reinforced polymers (No. 2). Canadian Standards Association.
12 
CEB-FIB (2010). CEB-FIB model code 2010-final draft. Thomas Thelford, Lausanne, Switzerland.
13 
Choi, S. W., Yang, J. H. and Kim, W. (2010). "Influence of tension stiffening effect on deflection and crack width in RC members." Journal of the Korea Concrete Institute, Vol. 22, No. 6, pp. 761-768 (in Korean).DOI
14 
Docevska, M., Arangjelovski, T., Markovski, G. and Nakov, D. (2018). "Numerical and analytical model for serviceability limit states of RC elements." Građevinar, Vol. 70, No. 11, pp. 943-952.DOI
15 
Fib Bulletin 40 (2007). FRP reinforcement in RC structures, TG9.3;
16 
Fib Bulletin 50 (2010). Bulletin: Structural concrete: textbook on behaviour, design and performance; updated knowledge of the CEB/FIB Model Code 1990.
17 
Fib Bulletin 51 (2010). Bulletin: Structural concrete: textbook on behaviour, design and performance; updated knowledge of the CEB/FIB Model Code 1990.
18 
Gooranorimi, O., Claure, G., Suaris, W. and Nanni, A. (2018). "Bond-slip effect in flexural behavior of GFRP RC slabs." Composite Structures, Vol. 193, pp. 80-86.DOI
19 
Gribniak, V., Cervenka, V. and Kaklauskas, G. (2013). "Deflection prediction of reinforced concrete beams by design codes and computer simulation." Engineering Structures, Vol. 56, pp. 2175-2186.DOI
20 
Kharal, Z. and Sheikh, S. (2017). "Tension stiffening and cracking behavior of glass fiber-reinforced polymer-reinforced concrete." ACI Structural Journal, Vol. 114, No. 2, pp. 299-310.DOI
21 
Ko, S. H. (2014). "Experimental study for GFRP reinforced concrete beams without stirrups." Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 18, No. 2, pp. 21-29 (in Korean).DOI
22 
Pecce, M., Manfredi, G. and Cosenza, E. (2000). "Experimental response and code models of GFRP RC beams in bending." Journal of Composites for Construction, Vol. 4, No. 4, pp. 182-190.DOI
23 
Pilakoutas, K., Neocleous, K. and Guadagnini, M. (2002). "Design philosophy issues of fiber reinfored polymer reinforced concrete structures." Journal of Composites for Construction, Vol. 6, Nol. 3, pp. 154-161.DOI