Browse > Article
http://dx.doi.org/10.7781/kjoss.2016.28.4.243

Local Deformation Analysis of the Orthotropic Steel Bridge Deck Due to Wheel Loadings Using FSM and FEM  

Jeong, Jin Seok (Dept. of Civil Infra-structure, Samsung C&T Corporation)
Jung, Myung Rag (Dept. of Civil and Environmental Engineering, Sungkyunkwan University)
Ock, Chang Kwon (Korea Expressway Corporation Research Institute)
Lee, Won Tae (Korea Expressway Corporation Research Institute)
Kim, Moon Young (Dept. of Civil and Environmental Engineering, Sungkyunkwan University)
Publication Information
Journal of Korean Society of Steel Construction / v.28, no.4, 2016 , pp. 243-251 More about this Journal
Abstract
Longitudinally structural cracks are sometimes observed in the pavement on steel plate deck bridges because traffic truck loadings can cause large local deformations of the thin deck plate stiffened by longitudinal and transverse beams. In this study, an improved finite strip method using flat-shell strip, prism, and link elements is presented to investigate local deformations of steel decks with pavements in which flexural and torsional stiffness effects of thin floor beams are rigorously taken into account. A simplified deck model extracted from steel plate-girder bridges is analyzed using the developed FSM and the commercial FE program, ABAQUS and also, their numerical results are compared and discussed.
Keywords
Steel deck plate; FSM; FEM; Pavement; Longitudinal crack; Cross beam;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 공병승, 배두병(2004) 강바닥판교의 종리브-횡리브 교차연결 상세변화에 따른 최적설계방안의 수치해석 연구, 한국전산구조공학회논문집, 한국전산구조공학회, 제17권, 제3호, pp.333-340. Kong, B.S., and Bae, D.B. (2004) Numerical Study for Optimal Design Method on Intersection between Longitudinal and Transversal Rib in Orthotropic Steel Deck Bridge, Computational Structural Engineering Institute of Korea, COSEIK Vol.17, No.3, pp. 333-340 (in Korean).
2 선창원, 박경진, 경갑수, 김교훈(2008) 세로리브 내부 보강상세에 따른 강바닥판 연결부의 피로거동 특성에 관한 해석적 연구, 한국강구조학회논문집, 한국강구조학회, 제20권, 제1호(통권 92호), pp.105-119. Sun, C.W., Park, K.J., Kyung, K.S., and Kim, K.H. (2008) Analytical Study on the Characteristic of Fatigue Behavior in Connection Parts of Orthotropic Steel Decks with Retrofitted Structural Details in Longitudinal Rib, Journal of Korean Society of Steel Construction, KSSC, Vol.20, No.1, pp.105-119 (in Korean).
3 일본도로협회(2000) 남광현 번역, 교면포장의 설계와 시공, 도서출판 과학기술. Japan Road Association (2000) Nam, K.H., Design and Construction of Bridge deck pavement ScienceBook ISBN:8955000022 (in Korean).
4 Nishizawa, T., Himeno, K., Nomura, K., and Uchida, K. (2001) Development of A New Structural Model with Prism and Strip Elements for Pavements on Steel Bridge Decks, Int. J. Geomech, Vol.1, No.3, pp.1532-3641.
5 Medani, T.O., Liu, X., Huurman, M., Scarpas., A., and Molenaar, A.A.A. (2008) Experimental and Numerical Characterization of a Membrane Material for Orthotropic Steel Deck Bridges: Part 1 Experimental work and Data Interpretation, Finite Elements in Analysis and Design, Vol.44, pp.552-563.   DOI
6 Liu, X., Medani, T.O., Scarpas., A. Huurman, M., and Molenaar, A.A.A. (2008) Experimental and Numerical Characterization of A Membrane Material for Orthotropic Steel Deck Bridges: Part 2 Development and Implementation of A Nonlinear Constitutive Model, Finite Elements in Analysis and Design, Vol.44, pp.580-594.   DOI
7 Kim, T.-W., Baek, J.-G., Lee, H.-J., and Lee, S.-Y. (2014) Effect of Pavement Design Parameters on the Behaviour of Orthotropic Steel Bridge Deck Pavements Under Traffic Loading, International Journal of Pavement Engineering, Vol.15, No.5, pp.471-482.   DOI
8 Cheung, M.S., Li, W., and Chidiac, S.E. (1996) Finite Strip Analysis of Bridges, E&FN Spon, Canada.
9 Kim, S.-B. and Kim M.-Y. (2000) Improved Formulation for Spatial Stability and Free Vibration of Thin-Walled Tapered Beams and Space Frames, Engng Struct, Vol.22, pp.446-458.   DOI
10 임동준(2010) 강바닥판 교량의 교면포장 종방향 균열제어를 위한 수치해석적 연구, 석사학위논문, 성균관대학교. Lim, D.J., (2010) (A) Numerical Analysis Study for Longitudinal Pavement Cracking Control of the Steel Deck Bridge, Paper of Master Degree, SungKyunKwan University, Korea (in Korean).
11 김문영 등(2013) 강바닥판 교면포장 파손저감을 위한 강바닥판 상부구조 상세해석; 최종보고서, 한국도로공사 도로교통연구원. Kim, M.Y., (2013) A Detailed Analysis of Superstructure to Reduce Damage of Steel Deck Pavement. Korea Expressway Corporation Research Institute (in Korean)
12 Honshu Shikoku Bridge Authority (1983) Deck Pavement Standards, Japan.