References
- Abaqus. (2014). Analysis user’s guide ver.6.14. Providence, RI: Dassault Systems.
- ACI 318M-11 (2011). Building code requirements for structural concrete and commentary. Farmington Hills, MI: American Concrete Institute.
- Bardow, A. K., Seraderian, R. L., & Culmo, M. P. (1997). Design, fabrication and construction of the New England bulb-tee girder. PCI Journal, 42, 30–40.10.15554/pcij
- Castrodale, R. W., & White, C. D. (2004). Extending span ranges of precast prestressed concrete girders (National Cooperative Highway Research Program (NCHRP) Rep. 517). Washington, DC: Transportation Research Board.
- Cho, S. K., Youn, S. G., & Park, Y. H. (2004). Optimization of prestressed concrete girders for standard sections. Journal of the Korean Society of Civil Engineers, 24, 853–859 (in Korean).
- Geren, K. L., & Tadros, M. K. (1994). The NU precast/prestressed concrete bridge I-girder series. PCI Journal, 39, 26–39.10.15554/pcij
- Graybeal, B. A. (2008). Flexural behavior of an ultrahigh-performance concrete I-girder. Journal of Bridge Engineering, 13, 602–610.10.1061/(ASCE)1084-0702(2008)13:6(602)
- Han, M. Y., Hwang, E. S., & Lee, C. (2003). Prestressed concrete girder with multistage prestressing concept. ACI Structural Journal, 100, 723–731.
- Han, M.-Y., Jin, K.-S., & Choi, S.-H. (2010). Flexural test for a monolithic holed web prestressed concrete (HWPC) girder. International Journal of Concrete Structures and Materials, 4, 77–87.
- Hsu, L. S., & Hsu, C.-T. T. (1994). Complete stress–strain behavior of high-strength concrete under compression. Magazine of Concrete Research, 46, 301–312.10.1680/macr.1994.46.169.301
- Interconstech. (2008). IPC girder. Author. Retrieved from http://www.interconstech.com/
- Jeon, S. J., Choi, M. S., & Kim, Y. J. (2012). Graphical assessment for span ranges of PSC girder bridges. Journal of Bridge Engineering, 17, 343–352.
- KHBDC (2010). Korea highway bridge design code. Korea: Korean Ministry of Construction and Transportation.
- Kim, T. M., Kim, D. H., Kim, M. K., & Lim, Y. M. (2011). A study on the optimum cross-section and tendon profiles of 60 m span half-decked PSC girder bridge. Journal of Korean Society for Civil Engineers, 31, 417–424 (in Korean).
- Lee, J., & Fenves, G. (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of Engineering Mechanics, 124, 892–900.10.1061/(ASCE)0733-9399(1998)124:8(892)
- Lubliner, J., Oliver, J., Oller, S., & Oñate, E. (1989). A plastic-damage model for concrete. International Journal of Solids and Structures, 25, 299–326.10.1016/0020-7683(89)90050-4
- Meir, J. V., Cicciarelli, M. R., Ramirez, J. A., & Lee, R. H. (1997). Alternatives to the current AASHTO standard bridge sections. PCI Journal, 42, 56–66.10.15554/pcij
- Naaman, A. E. (2003). Prestressed concrete analysis and design: fundamentals (2nd ed.). Amsterdam: Techno Press.
- National Cooperative Highway Research Program. (2009). Design and construction guidelines for long-span decked precast, prestressed concrete girder bridges. Skokie, IL: Construction Technology Laboratories.
- Nayal, R., & Rasheed, H. A. (2006). Tension stiffening model for concrete beams reinforced with steel and FRP bars. Journal of Materials in Civil Engineering, 18, 831–841.10.1061/(ASCE)0899-1561(2006)18:6(831)
- Precast/Prestressed Concrete Institute. (2011). Bridge design manual (3rd ed.). Chicago, IL: Author.
- Rabbat, B. G., & Russell, H. G. (1982). Optimized sections for precast prestressed bridge girders. PCI Journal, 27, 88–106.10.15554/pcij
- Samhyun. (2005). BICON girder. Author. Retrieved from http://www.samhyunpf.co.kr/preflex/bi012.asp
- Shinsung. (2003). SCP concrete girder. Shinsung Engineering & Construction. Retrieved from http://scp.sscorp.co.kr/content/sub_02_01.asp
- Wahalathantri, B. L., Thambiratnam, D. P., Chan, T. H. T., & Fawzia, S. (2011). A material model for flexural crack simulation in reinforced concrete elements using ABAQUS (pp. 260–264). Proceedings of the First International Conference on Engineering, Designing and Developing the Built Environment for Sustainable Wellbeing, Queensland University of Technology, Brisbane.
- Yapar, O., Basu, P. K., & Nordendale, N. (2015). Accurate finite element modeling of pretensioned prestressed concrete beams. Engineering Structures, 101, 163–178.10.1016/j.engstruct.2015.07.018