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Publication Detail
Characterisation of local damage in pultruded GFRP road bridge decks with random fibre mat misalignments
  • Publication Type:
    Journal article
  • Publication Sub Type:
    Article
  • Authors:
    Poulton M, Sebastian WM
  • Publisher:
    Elsevier BV
  • Publication date:
    01/01/2022
  • Journal:
    Composites Part A: Applied Science and Manufacturing
  • Volume:
    152
  • Article number:
    106673
  • Status:
    Published
  • Print ISSN:
    1359-835X
  • Language:
    en
Abstract
The extent to which random, manufacturing-induced fibre mat misalignments compromise the structural integrity of pultruded GFRP road bridge decks is not fully understood. The problem is often critical at the web-flange junctions, which frequently contain the most severe misalignments and are subjected to high moment-shear (M−V) combinations due to local tyre load effects. To that end, in the presently reported experimental study, determinate M−V combinations were applied at the junctions of a pultruded GFRP bridge deck, without artificially restraining (e.g. by clamping, which spuriously strengthens) these junctions. For any given M−V ratio, significant scatter was observed in the damage patterns and loads up to ultimate, owing to random fibre mat misalignments which have been digitally documented in a previous paper. Damage occurred mostly within the junctions, and sometimes in the adjoining flanges. Relative to misalignment-free specimens, the first fracture moments dropped by 19% and 21% for junctions containing flip and wrinkle misalignments respectively. 19% of tests showed higher tangent stiffnesses after damage, probably due to beneficial changes in load-carrying mechanism. A three-pronged approach, based on the load-response, acoustic emission and video data, enables the definition of damage indices, thereby paving the way for integrity assessment of pultruded decks under local tyre load effects.
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Author
Dept of Civil, Environ &Geomatic Eng
Author
Dept of Civil, Environ &Geomatic Eng
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