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- W2020503284 abstract "The long-term creep and the short-term failure of a plane portal frame structure, constructed entirely of pultruded fiber-reinforced plastic (FRP) components, has been investigated both experimentally and analytically. Two, 6 feet high by 9 feet wide, plane portal frames were designed and constructured using standard “off-the-shelf” glass/vinylester pultruded beams, nuts and threaded rods produced by Creative Pultrusions, Inc. One frame was subjected to a constant long-term load and analyzed for its creep characteristics while the other was tested to failure under short-term loading. The creep analysis considered both the time-dependent response of the FRP structural members and the contribution of shear-deformation effects. The use of viscoelastic moduli in conjunction with a shear-deformable beam theory is detailed. Theoretical predictions are compared with the experimental data. Design recommendations are suggested for structural applications." @default.
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- W2020503284 modified "2023-10-14" @default.
- W2020503284 title "Creep and failure of a full-size fiber-reinforced plastic pultruded frame" @default.
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- W2020503284 doi "https://doi.org/10.1016/0961-9526(92)90005-q" @default.
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