Proposal for a computational modeling for crack propagation in bridge beams under cyclic loading

Authors

DOI:

https://doi.org/10.33448/rsd-v10i3.13670

Keywords:

Bridges; Cyclic loading; Crack propagation.

Abstract

Steel bridges are normally subjected to random loads with different traffic frequencies. This way, steel bridges are structures of dynamic behavior and are subjected to fatigue failure process. After localizing and determine the amplitude of an existing flaw, its important predicts crack propagation and the convenient repair time. At this work, the fatigue crack propagation on steel beam bridges, has been studied under different spectrum of variable-amplitude loading. To study the fatigue crack growth was developed a computational code, using the Root Mean Square (RMS) and the Cycle-by-Cycle models. Different loads histories and initial crack length were considered input variables. This way was evaluating the dispersion of results of the expected structural life choosing different initial parameters.

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Published

27/03/2021

How to Cite

MELO, R. L. F.; MOURA FILHO, A. J. S. de .; MONTEZUMA, M. F. V. .; DEUS, E. P. de. Proposal for a computational modeling for crack propagation in bridge beams under cyclic loading. Research, Society and Development, [S. l.], v. 10, n. 3, p. e57510313670, 2021. DOI: 10.33448/rsd-v10i3.13670. Disponível em: https://rsdjournal.org/index.php/rsd/article/view/13670. Acesso em: 12 apr. 2021.

Issue

Section

Engineerings