4.7 Article

Energy dissipation and recovery in web-flange junctions of pultruded GFRP decks

Journal

COMPOSITE STRUCTURES
Volume 148, Issue -, Pages 168-180

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compstruct.2016.03.042

Keywords

GFRP; Pultrusion; Bridge deck; Web-flange junction; Defects; Mechanical testing

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The energy dissipation capacity resulting from progressive cracking and the recovery after unloading of the web-flange junctions (WFJs) of a pultruded GFRP deck were experimentally investigated. Web-cantilever bending experiments up to failure were performed on two WFJ types (If-o, Ic-o) with similar geometry and fiber architecture but different initial imperfections (deviations from the fiber architecture design, wrinkling of fabrics, resin pockets, pre-cracks). Dissimilar imperfections changed the WFJ behavior from brittle (If-o) to ductile (Ic-o): different crack sequences were observed, which resulted in an abrupt failure in If-o WFJs and a progressive failure in Ic-o WFJs, in addition to a higher load-bearing capacity of the latter. The Ic-o WFJs exhibited significant recovery; a small influence of the FRP viscoelastic properties on recovery and a constant damage rate were observed. The total and dissipated energies of the Ic-o WFJs and their ductility index, defined as the ratio of the dissipated to total energy, were modeled. The main energy dissipation mechanism of the Ic-o WFJs was related to crack development; dissipation through viscoelastic losses was significant only at low deflection levels. (C) 2016 Elsevier Ltd. All rights reserved.

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