Structural Stability Analysis of Bridge Structure Using FEA
DOI:
https://doi.org/10.55524/ijirem.2023.10.4.19Keywords:
Bridge, modal, vibration, FEA, ANSYS FEAAbstract
In the current research, the dynamic analysis of bridge structure is conducted to determine the natural frequency and mode shape. The dynamic analysis is conducted using ANSYS FEA simulation package. The critical regions of high deformation and energy states are determined. The analysis revealed the presence of several dominant vibration modes, each associated with distinct deformation patterns and nodal patterns. These findings shed light on potential vulnerability zones and areas of concern that may be susceptible to resonance and excessive vibrations during bridge operation. Understanding these critical modes is vital for designing appropriate damping and vibration control measures to ensure the bridge's long term stability and safety.
Downloads
References
Ayaanle Maxamed Ali, “Manual RC Bridge Analysis and Designing” International Journal of Innovative Science and Research Technology, Volume 5, Issue 8, August – 2020
Edward Denison and Ian Stewaet “How to ReadBridge”. [3] Zhiwen Zhu “LES prediction of aerodynamics and coherence analysis of fluctuating pressure on box girders of long-span bridges” 22 September 2014.
Van der Neut A., Post buckling behaviour of structures. Advisory Group For Aeronautical Research And Development Paris (France). 1956.
Víctor Yepes “Multiobjective optimization of post-tensioned concrete box-girder road bridges considering cost, CO2 emissions, and safety” 08 July 2016.
Galambos TV, Leon RT, French CM, Barker MG, Dishong BE. Inelastic rating procedures for steel beam and girder bridges. Rep. 352, Nat. Cooperative Hwy. Res. Program. Transportation Research Board, National Research Council, National Academy Press, Washington, D.C.; 1993.
Prajwal Raj et al, “Structural behaviour of box girder bridge using CSi Bridge 2015” International Research Journal of Engineering and Technology, Volume: 04 (2017)