Modular assembly of water-retaining walls using GFRP hollow profiles: Components and connection performance
Article
Ferdous, Wahid, Bai, Yu, Almutairi, Ahmed D., Satasivam, Sindu and Jeske, Juri. 2018. "Modular assembly of water-retaining walls using GFRP hollow profiles: Components and connection performance." Composite Structures. 194, pp. 1-11. https://doi.org/10.1016/j.compstruct.2018.03.074
| Article Title | Modular assembly of water-retaining walls using GFRP hollow profiles: Components and connection performance |
|---|---|
| ERA Journal ID | 3731 |
| Article Category | Article |
| Authors | Ferdous, Wahid (Author), Bai, Yu (Author), Almutairi, Ahmed D. (Author), Satasivam, Sindu (Author) and Jeske, Juri (Author) |
| Journal Title | Composite Structures |
| Journal Citation | 194, pp. 1-11 |
| Number of Pages | 11 |
| Year | 2018 |
| Publisher | Elsevier |
| Place of Publication | Netherlands |
| ISSN | 0263-8223 |
| 1879-1085 | |
| Digital Object Identifier (DOI) | https://doi.org/10.1016/j.compstruct.2018.03.074 |
| Web Address (URL) | https://www.sciencedirect.com/science/article/pii/S026382231734062X?via%3Dihub |
| Abstract | This study proposes and examines a new structural retaining wall system using pultruded glass fibre reinforced polymer (GFRP) composites. The flexural behaviour of the two section types (double-H-planks and round-piles) are investigated at various spans under four-point bending. The effects of shear span-to-depth (a/d) ratio and sectional geometry on the structural capacity, stiffness and failure mode are studied. The effectiveness of the mechanical interlocking system between double-H-plank and round-pile for a continuous assembly is evaluated. Results suggest that the a/d ratio plays an important role in determining failure modes and ultimate capacities of double-H-plank and round-pile specimens. Additionally, a low a/d ratio or a larger depth incurs premature local crushing rather than flexural or shear failure. The mechanical interlocking system used to connect components together was found to be reliable as it effectively transfers bending loads from the double-H-plank to adjacent connected components even when the connection rotation is greater than 12°. Finally, FE modelling showed a good agreement with the experimental failure modes and satisfactorily estimated the failure loads and structural stiffness. |
| Keywords | hollow section, flexural behaviour, mechanical interlocking, finite element modelling, water-retaining walls |
| ANZSRC Field of Research 2020 | 400510. Structural engineering |
| 401602. Composite and hybrid materials | |
| Public Notes | Files associated with this item cannot be displayed due to copyright restrictions. |
| Byline Affiliations | Monash University |
| Yarra Energy, Australia | |
| Institution of Origin | University of Southern Queensland |
| Funding source | Australian Research Council (ARC) Grant ID DP180102208 |
| Funding source | Australian Research Council (ARC) Grant ID IC150100023 |
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