Structural Performance of HDPE and WPC Lumber Components Used in Aquacultural Geodesic Spherical Cages
| Autor: | Douglas J. Gardner, Roberto Lopez-Anido, Murtada Abass A. Alrubaie |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2019 |
| Předmět: |
aquacultural
Materials science Polymers and Plastics Geodesic WPC Composite number HDPE 02 engineering and technology finite element analysis 010501 environmental sciences 01 natural sciences Abaqus Article chemistry.chemical_compound plastic buckling structural analysis composite 0105 earth and related environmental sciences Southwell’s method business.industry General Chemistry Structural engineering Polyethylene 021001 nanoscience & nanotechnology Finite element method Buckling chemistry Fracture (geology) High-density polyethylene 0210 nano-technology business Failure mode and effects analysis wood |
| Zdroj: | Polymers Volume 12 Issue 1 |
| ISSN: | 2073-4360 |
| DOI: | 10.3390/polym12010026 |
| Popis: | Based on previous research, a novel wood&ndash plastic composite (WPC) lumber has shown potential to replace high-density polyethylene (HDPE) lumber in the construction of aquacultural geodesic spherical cage structures. Six HDPE and six WPC assemblies, which are representative of typical full-size cage dimensions, were fabricated by bolting pairs of triangular panel components made with connected struts. Half of the panel assemblies had a plastic-coated steel wire mesh to simulate the actual restraint in field applications of the cages. The objective of the research was to characterize the structural performance of the panel assemblies under compressive loading. To determine the critical buckling load for the panel assemblies made from WPC and HDPE struts with and without wire mesh, Southwell&rsquo s method was implemented. A two-dimensional (2D) linear finite element analysis model was developed to determine axial forces in the struts of the panel assembly for the applied load and boundary conditions. This model was used to determine strut compressive forces corresponding to the Southwell&rsquo s method buckling load and the experimental failure load. It was found that the wire mesh increased the load capacity of both HDPE and WPC panel assemblies by a factor of two. The typical failure mode of the panels made from HDPE lumber struts, with and without wire mesh, was buckling of the struts, whereas the failure mode of the WPC panels, with and without wire mesh, was fracture at the notched section corresponding to the location of the bolts. The load capacity of the panel assemblies made from WPC lumber struts was three times and 2.5 times higher than the load capacity of the panel assemblies made from HDPE lumber struts with and without wire mesh, respectively. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|
| Nepřihlášeným uživatelům se plný text nezobrazuje | K zobrazení výsledku je třeba se přihlásit. |