Fatigue life prediction of corroded hangers with parallel steel wire in a network arch bridge under vehicle-bridge interaction based on a novel noniterative simplified method
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OpenAlex topics: Structural Engineering and Vibration Analysis · Mechanical stress and fatigue analysis · Structural Health Monitoring Techniques
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References (43)
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1. A three-dimensional dynamic analysis scheme for the interaction between trains and curved railway bridges10.1016/j.compstruc.2014.12.002 ↗
2. The vehicle-bridge interaction influence on suspender of arch bridge under various driving parameters
3. Bayesian time–frequency analysis of the vehicle–bridge dynamic interaction effect on simple-supported resonant railway bridges10.1016/j.ymssp.2019.106373 ↗
4. Yang · 2004
5. Three-dimensional dynamic analysis for bridge–vehicle interaction with roadway roughness10.1016/j.compstruc.2004.12.004 ↗
6. Fatigue life evaluation of bridge stay cables subject to monitoring traffic and considering road roughness10.1016/j.engstruct.2023.116572 ↗
7. A Quasi-Vehicle/Bridge Interaction Model for High Speed Railways10.1017/jmech.2014.89 ↗
8. R. Willis, Preliminary essay to the Appendix B: Experiments for determining the effects produced by causing weights to travel over bars with different velocities, Report of the commissions appointed to inquire into the application of iron to railway structures, London, (1849).
9. Timoshenko · 1983
10. On transverse oscillations of beams under the action of moving variable loads10.1080/14786443508561407 ↗
11. On forced vibrations of uniform elastic bars
12. On the transverse vibrations of bars of uniform cross-section10.1080/14786442208633855 ↗
13. Stokes · 1849
14. Inglis · 2015
15. Towards an efficient method of predicting vehicle-induced response of bridge10.1108/EC-02-2015-0034 ↗
16. An efficient algorithm for dynamic analysis of bridges under moving vehicles using a coupled modal and physical components approach10.1006/jsvi.1997.1459 ↗
17. Recent developments in inverse problems of vehicle–bridge interaction dynamics10.1007/s13349-016-0155-x ↗
18. Fatigue life assessment of suspenders in tied-arch bridges under random traffic loads and environmental corrosion10.1007/s40999-022-00792-3 ↗
19. A co-simulation approach for straddle monorail vehicle–bridge interaction subjected to nonlinear excitation10.1016/j.advengsoft.2023.103458 ↗
20. A comparative study of vehicle-bridge interaction dynamics with 2D and 3D vehicle models10.1016/j.engstruct.2023.116493 ↗
21. A practical method for the elastic buckling design of network arch bridges10.1007/s13296-019-00282-8 ↗
22. Corrosion fatigue analysis and reliability assessment of short suspenders in suspension and arch bridges10.1061/(ASCE)CF.1943-5509.0001203 ↗
23. A long-span network arch bridge for road and rail traffic10.1080/10168664.2021.1961655 ↗
24. C. Min Park, J. Gyun Paik, S. Hoon Shin, H.K. Kim, New approach on the safety factor of cable in long-span bridges, IABSE Symposium Report, International Association for Bridge and Structural Engineering, 2013, pp. 1-7.10.2749/222137813808627721 ↗
25. Corrosion fatigue effects on life estimation of deteriorated bridges under vehicle impacts10.1016/j.engstruct.2014.04.004 ↗
26. Influence of combined corrosion-fatigue deterioration on life-cycle resilience of RC bridges10.1061/JBENF2.BEENG-5708 ↗
27. Fatigue life prediction for parallel-wire stay cables considering corrosion effects10.1016/j.ijfatigue.2018.05.020 ↗
28. Effects of characteristic parameters of corrosion pits on the fatigue life of the steel wires10.1016/j.jcsr.2019.105879 ↗
29. Fatigue life evaluation of high-strength steel wires with multiple corrosion pits based on the TCD10.1016/j.jcsr.2021.106913 ↗
30. A probabilistic multi-scale time dependent model for corroded structural suspension cables10.1016/j.probengmech.2005.10.006 ↗
31. Corrosive degradation evaluation of semi-parallel wire cables with high-density polyethylene sheath breaks10.1016/j.engfailanal.2020.104714 ↗
32. Framework of wind–vehicle–bridge interaction analysis and its applications10.1142/S1793431113500206 ↗
33. Fatigue stress spectra and reliability evaluation of short-to medium-span bridges under stochastic and dynamic traffic loads10.1061/(ASCE)BE.1943-5592.0001137 ↗
34. Fatigue life estimation for suspenders of a three-pylon suspension bridge based on vehicle–bridge-interaction analysis10.3390/ma12162617 ↗
35. A Dynamic Partitioning Method to solve the vehicle-bridge interaction problem10.1016/j.compstruc.2021.106547 ↗
36. Computation of Rayleigh damping coefficients for large systems
37. Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles10.1016/S0045-7949(00)00180-2 ↗
38. Track irregularities stochastic modeling10.1016/j.probengmech.2013.08.006 ↗
39. H. Lee, Finite element simulations with ANSYS workbench 2020, SDC publications2020.
40. Study on the traffic characterisitics of eight-lane fokai highway and vehicle load effect of bridge
41. M.A. Miner, Cumulative damage in fatigue, (1945).10.1115/1.4009458 ↗
42. An improved continuum damage mechanics model for evaluating corrosion–fatigue life of high-strength steel wires in the real service environment10.1016/j.ijfatigue.2020.105540 ↗
43. Experimental study on fatigue performance of corroded high-strength steel wires used in bridges10.1016/j.conbuildmat.2018.07.249 ↗