TECHNICAL NOTES
Jun 14, 2002

Damage Accumulation in Glass Plates

Publication: Journal of Engineering Mechanics
Volume 128, Issue 7

Abstract

This paper examines the glass cladding damage accumulation caused by wind loading. The primary focus is the effect of the non-Gaussian nature of wind pressure fluctuations. The damage is estimated using the Monte Carlo methodology and Brown’s integral formulation. The pressure time histories are generated by a numerical procedure based on the translation model, which is calibrated on experimental data. The stress field in the glass is calculated using the von Kármán plate model. A sensitivity analysis is performed estimating the damage statistical moments, up to the fourth order, and its probability density function. The obtained results demonstrate that the classical Gaussian assumption used to model wind pressure is unsafe. The accurate modeling of the non-Gaussian features produces a significant amplification of the damage mean value and higher variability of the damage distribution.

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References

Beason, W. L., and Morgan, J. R.(1984). “Glass failure prediction model.” J. Struct. Eng., 110(2), 197–212.
Brown, W. G. (1972). “A load duration theory for glass design,” Tech. Rep. 508, Division of Building Research, National Research Council of Canada.
Calderone, I., and Melbourne, W. H.(1993). “The behaviour of glass under wind loading.” J. Wind. Eng. Ind. Aerodyn., 48, 81–94.
ESDU-71013 (1995). “Elastic direct stresses and deflections for flat rectangular plates under uniformly distributed normal pressures.”
Gioffrè, M., Gusella, V., and Grigoriu, M. (1998). “Analysis of non-Gaussian stochastic field of wind pressure.” Proc., 4th Int. Conf. on Stochastic Structural Dynamics, Notre Dame, Ind.
Gioffrè, M., Gusella, V., and Grigoriu, M. (1999). “Non-Gaussian wind pressure simulation for structural response analysis.” Proc., 4th European Conf. on Structural Dynamics-EURODYN’99, Prague, Czech Republic, Balkema, 2, 1063–1068.
Grigoriu, M. (1995). Applied non-Gaussian processes: Examples, theory, simulation, linear random vibration and MATLAB solutions, Prentice-Hall, Englewood Cliffs, N.J.
Gurley, K. R., Tognarelli, M. A., and Kareem, A.(1997). “Analysis and simulation tools for wind engineering.” Probab. Eng. Mech., 12(1), 9–31.
Holmes, J. D.(1985). “Wind action on glass and brown’s integral.” Eng. Struct., 7, 226–230.
Mansfield, E. H. (1989). The bending and stretching of plates, Cambridge Univ. Press, Cambridge, England.
Reed, D. A.(1993). “Influence of non-Gaussian local pressures on cladding glass.” J. Wind. Eng. Ind. Aerodyn., 48, 51–61.
Simiu, E., and Hendrickson, E. M.(1987). “Design criteria for glass cladding subjected to wind loads.” J. Struct. Eng., 113(3), 501–518.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 128Issue 7July 2002
Pages: 801 - 805

History

Received: Jun 5, 2000
Accepted: Dec 13, 2001
Published online: Jun 14, 2002
Published in print: Jul 2002

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Authors

Affiliations

Massimiliano Gioffrè
PhD Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via G. Duranti 93, 06125 Perugia, Italy (corresponding author).
Vittorio Gusella
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via G. Duranti 93, 06125 Perugia, Italy.

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