Publications

Sutherland, L.S., Si, M.F., Correia, J.R., Guedes Soares, C., Gomes, A. and Silvestre, N. (2016), “Quasi-static indentation response of pedestrian bridge multicellular pultruded GFRP deck panels”, Construction & Building Materials, 2016, Vol. 118, pp. 307-318

This paper presents an experimental study of the quasi-static indentation behaviour of a pultruded glass fiber reinforced polymer (GFRP) multicellular deck panel used in footbridges. To simulate the applied loads to be experienced by such deck during its service life, various sets of specimens, extracted from the panel cross-section, were perforated statically across its top flange thickness using different indenters. Load-displacement responses, failure modes and absorbed energies were analysed concerning the influence of the following parameters: (i)specimen geometry (single laminated flange, 1-cell and 3-cells); (ii) indenter type (size 6/10mm and shape hemispherical/flat), and (iii) damage protection (surface coating and filling of the section cavities with polyurethane foam). Results obtained show that simpler specimen geometries are able to predict the quasi-static indentation behavior of the bridge deck in specific cases and for specific measured responses; nonetheless, they are not able to simulate the effects of damage protections. The application of a surface coating proved to be the only successful protection method in delaying the first significant damage, providing higher absorbed energy levels. However, regarding the onset of perforation, both protection strategies considered did not provide any appreciable improvement. Results obtained also show that penetration failure modes due to “standard” high-heel loads are not likely to occur on the bridge deck even if its surface is not protected. Nevertheless, in this case, both initial damage and perforation may be easily inflicted by heavier pedestrians walking or running upon “stiletto-type” high-heels.

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