Relationship between Crack Propagation Depth and Crack Width Movement in Continuously Reinforced Concrete Slab Systems |
Cho, Young Kyo
(경희대학교 공과대학 사회기반시스템공학과)
Kim, Seong-Min (경희대학교 공과대학 사회기반시스템공학과) Oh, Han Jin (경희대학교 공과대학 사회기반시스템공학과) Choi, Lyn (경희대학교 공과대학 사회기반시스템공학과) Seok, Jong Hwan (경희대학교 공과대학 사회기반시스템공학과) |
1 | Cho, Y. K., 2015. Numerical Analysis of Continuously Reinforced Concrete Pavement and Railway Track, Doctoral Dissertation, Kyung Hee University. |
2 | Eisenmann, J. and Leykauf, G., 2000. Feste Fahrbahn fur Schienenbahnen, Beton-Kalendar, 291-326. |
3 | Kim, J. I., Cho, Y. K., Kim, J. I. and Kim, S. M., 2012. Behavior of Continuously Reinforced Concrete Track Subjected to Temperature Changes, Journal of Korean Society of Hazard Mitigation, Vol. 12, No. 4, 39-44. 과학기술학회마을 DOI ScienceOn |
4 | KR Network, 2006. Standard Design of Kyungbu KTX between Daegu and Busan, Daejeon, Korea Rail Network Authority, Korea. |
5 | Kim, S. M., Won, M. C. and McCullough, B. F., 2000. Three-Dimensional Analysis Continuously Reinforced Concrete Pavements, Transportation Research Record 1730, TRB, National Research Council, Washington, D.C., 43-52. DOI |
6 | Kim, S. M., 2007. Numerical Analysis of Crack Occurrence and Propagation in Continuously Reinforced Concrete Pavements under Environmental Loading, International Journal of Highway Engineering, Korean Society of Road Engineers, Vol. 9, No. 2, 39-49. 과학기술학회마을 |
7 | Moes, N., Dolbow, J. and Belytschko, T., 1999. A Finite Element Method for Crack Growth Without Remeshing, International Journal for Numerical Methods in Engineering, Vol. 46, No. 1, 131-150. DOI |
8 | Rail.One, 2011. Rheda 2000 Ballastless Track System, Rail.One. |