Structural Behavior of Railway Bridges Against Wheel Loading by Finite Element Analysis
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C. S. Sudath. Vibration measurement-based simple technique for damage detection of truss bridges, Case Stud Eng Fail Anal. 2015; 4: 50–8p.
E. Yamaguchi, R. Okamoto, K. Yamada. Post member failure analysis method of steel truss bridge, Proc Eng. 2011; 14: 656–61p.
T. Minhui, F. Mao, H. Qiu. Structural stability analysis for truss bridge, Proc Eng. 2011; 16: 546– 53p.
G. Kaliyaperumal, B. Imam, T. Righiniotis. Advanced dynamic finite element analysis of a skew steel railway bridge, Eng. Struct. 2011; 33: 181–90p.
J. Leander, A. Andersson, R. Karoumi. Monitoring and enhanced fatigue evaluation of a steel railway bridge, Eng Struct. 2010; 32(3): 854–63p. X. He, K. Mitsuo, H. Toshiro, C. W. Kim, C. F. Necati, F. Hitoshi F. A structural damage detection approach using train-bridge interaction analysis and soft computing methods, Smart Struct Syst. 2014; 13(5): 869–90p.
M. A. Lei, Z. Linyun, L. Shuqin, W. A. N. Shui. “Eccentric load coefficient of live load normal stress of continuous composite box-girder bridge with corrugated steel webs, Proc Earth Planetary Sci. 2012; 5: 335–40p.
M. Ghosn, G. Fiorillo. Nonlinear Redundancy Analysis of Truss Bridges. The City College of New York; 2013, 1–24p.
D. Bacinskas, Z. Kamaitis, D., Jatulis, A. and Kilikevicius. Load
testing and model updating of a single span composite steel-concrete railway bridge, Proc Eng. 2013; 57: 127–35p.
O. Caglayan, K. Ozakgul, O. Tezer. Assessment of existing steel railway bridges, J Const Steel Res. 2012; 69: 54–63p.
R. Malm, A. Andersson. Field testing and simulation of dynamic properties of a tied arch railway bridge, Eng Struct. 2006; 28: 143– 52p. H. Schlune, M. Plos, K. Gylltoft. Improved bridge evaluation through finite element model updating using static and dynamic measurements, Eng. Struct. 2009; 31: 1477–85p.
M. L. Wang, G. Heo, D. Satpathi. Dynamic characterization of a long span bridge: a finite element based approach, Soil Dyn Earthquake Eng. 1997; 16: 503–12p.
H. Minshui, Z. Hongping. Finite element model updating of bridge structures based on sensitivity analysis and optimization algorithm, J Nat Sci. 2008; 13(1): 087–92p.
RDSO. “Indian Railway Standard Specification for Flat Bottom Railway Rails”, RDSO Lucknow, Serial no. T-12-96, 1996, 1–92p.
M. A. Iqbal, K. Senthil, P. Bhargava, N. K. Gupta. The characterization and ballistic evaluation of mild steel, Int J Impact Eng. 2015; 78: 98– 113p.
Abaqus (2010). User’s Manual, Abaqus Ver. 6.10.
G. R. Johnson, W. H. Cook. A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures, In: Proceedings of the 7th International Symposium on Ballistics. The Hague, Netherlands, 1983, 541–7p.
G. R. Johnson, W. H. Cook. Fracture characteristics of three metals subjected to various strains, strain rates, temperatures, and pressures, Eng Fract Mech. 1985; 21: 31–48p.
D. J. Victor. Essential of Bridge Engineering. 6th Edn., 2007.
IS 800-2007. General construction in steel code of practice, Bureau of Indian New Delhi,2007, 1-150p.
RDSO. “Rules specifying the loads for design of super-structure and sub-structure of Bridges and for assessment of the strength of existing bridges”, RDSO Lucknow, 2008,1–105p.
DOI: https://doi.org/10.37628/jsea.v3i1.132
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