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Modal analysis based stress estimation for structural elements subjected to operational dynamic loadings

Author:
Fernández Fernández, PelayoUniovi authority; Skafte, Anders; Aenlle López, ManuelUniovi authority; Brincker, Rune
Subject:

Experimental stresses

Fatigue

Operational conditions

Strain mode shapes

Publication date:
2015-11
Editorial:

Springer

Publisher version:
http://dx.doi.org/10.1007/s11340-015-0073-6
Citación:
Experimental Mechanics, 55(9), p. 1791-1802 (2015); doi:10.1007/s11340-015-0073-6
Descripción física:
p. 1791-1802
Abstract:

The calculation of dynamic stresses plays a crucial role in the fatigue design and fatigue life prediction of structures. However, the uncertainty in the structural dynamic properties, i.e., stiffness, mass and damping, as well as the necessary use of simplified loading models, are the main sources of uncertainty in fatigue. In this work, a procedure for estimating dynamic stresses is proposed based on the real responses of the structure under dynamic loadings and the modal parameters of the structure, i.e., natural frequencies, damping ratios and mode shapes. The proposed methodology was validated by experimental tests in a simply-supported glass beam and a rectangular glass plate pinned-supported at three corners, both subject to dynamic random loads. The estimated stresses are compared with those measured with strain gages attached to some points of the structures. The estimated stresses are in good agreement with those provided by the strain gages which demonstrates that the methodology can be used to estimate more accurate stress time-histories

The calculation of dynamic stresses plays a crucial role in the fatigue design and fatigue life prediction of structures. However, the uncertainty in the structural dynamic properties, i.e., stiffness, mass and damping, as well as the necessary use of simplified loading models, are the main sources of uncertainty in fatigue. In this work, a procedure for estimating dynamic stresses is proposed based on the real responses of the structure under dynamic loadings and the modal parameters of the structure, i.e., natural frequencies, damping ratios and mode shapes. The proposed methodology was validated by experimental tests in a simply-supported glass beam and a rectangular glass plate pinned-supported at three corners, both subject to dynamic random loads. The estimated stresses are compared with those measured with strain gages attached to some points of the structures. The estimated stresses are in good agreement with those provided by the strain gages which demonstrates that the methodology can be used to estimate more accurate stress time-histories

URI:
http://hdl.handle.net/10651/34042
ISSN:
0014-4851; 1741-2765
DOI:
10.1007/s11340-015-0073-6
Patrocinado por:

The authors would like to acknowledge the financial support given by the Spanish Ministry of Science and Innovation through the project BIA 2011-28380-C02-01 and the CajAstur Fellowship-University of Oviedo 2011 program

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