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- W78859533 abstract "This paper presents the evaluation of innovative, low-cost, small-scale prototype deck panels that were examined under both monotonic and fatigue bending. This new system of panels introduces trapezoidal-shaped, web layers and a thermoset polyurethane resin that has a longer pot life to facilitate the infusion process. The core is filled with trapezoidal-shaped, low-density polyurethane foam. This proposed panel exhibited a higher structural performance in terms of flexural stiffness, strength, and shear stiffness compared to conventional sandwich panels. This study also sought to reduce initial costs. Each panel consisted of two stiff facings of plain-weave, woven E-glass fabric with webs of E-glass woven fabric that were separated by a trapezoidal- shaped, low-density polyurethane foam. The glass fiber-reinforced polymer (GFRP) panels used in this study were manufactured using a one-step, vacuum-assisted, resin transfer molding process (VARTM). Small-scale prototype deck panels were tested both statically and dynamically in four-point bending to investigate their static and fatigue behaviors, respectively. The initial failure mode for all of the panels was caused by the local phenomenon of outward compression skin wrinkling on the top facing. Ultimate failure was caused by local crushing of the top facing under the loading points due to excessive compressive stresses. The commercial software package ABAQUS (ver. 6.11) was used to develop and further investigate the panel’s structural behavior. The finite element model was successfully compared to experimental data, indicating its suitability for parametric analysis of panels and their design." @default.
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- W78859533 date "2015-01-01" @default.
- W78859533 modified "2023-09-23" @default.
- W78859533 title "Performance of GFRP Bridge Deck Panels with Corrugated Web Layers Filled with PU Foam" @default.
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