TECHNICAL PAPERS
Jul 1, 1985

Glass Strength Degradation under Fluctuating Loads

Publication: Journal of Structural Engineering
Volume 111, Issue 7

Abstract

An alternative approach for estimating the strength degradation, and ultimately, the failure of glass cladding subjected to fluctuating loadings is proposed. This procedure is formulated using fracture mechanics concepts employed previously. This approach is simple computationally and does not require time integration of fluctuating stress or pressure loading time histories.

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References

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Allen, D. E., and Dalgliesh, W. A., “Dynamic Wind Loads and Cladding Design,” International Association of Bridge and Structural Engineering Symposium on Resistance and Ultimate Deformability of Structures Acted on by Weil‐Defined Repeated Loads, Lisbon, Portugal, 1973, pp. 279–285.
2.
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Brown, W. G., “A Practicable Formulation for the Strength of Glass and its Special Application to Large Plates,” Publication No. NRC 14372, National Research Council of Canada, Ottawa, Canada, Nov., 1974, p. 31.
4.
Dalgliesh, W. A., “Cladding Design for Wind,” Design of Building Cladding, BSCE/ASCE Structural Group Lecture Series, 1981, pp. 19–33.
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Reed, D. A., and Simiu, E., “Wind Loading and Strength of Glass Cladding,” Journal of Structural Engineering, ASCE, Vol. 110, No. 4, Apr., 1984, pp. 715–729.
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Simiu, E., and Reed, D. A., “Probabilistic Design of Cladding Glass Subjected to Wind Loads,” Proceedings of the 4th International Conference on Applications of Statistics and Probability in Soil and Structural Engineering, Universite di Firenze, Italy, 1983.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 111Issue 7July 1985
Pages: 1460 - 1467

History

Published online: Jul 1, 1985
Published in print: Jul 1985

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Authors

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D. A. Reed
Asst. Prof., Dept. of Civ. Engrg., Univ. of Washington, Seattle, Wash. 98195
E. R. Fuller, Jr.
Research Sci., Center for Materials Research, National Bureau of Standards, Washington, D.C. 20234

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