Construction and failure analysis of ultra-light GFRP fluted-core sandwich protective structures
Source abstract
Abstract
Abstract Pultruded glass fiber reinforced polymer (GFRP) fluted-core sandwich panel is easily made and is a lightweight construction for protective structures. Blast-resistant doors are designed and constructed through combining three pultruded fluted-core sandwich panels framed by steel beams. With weight of 98.34 kg, the composite door is much lighter compared with traditional steel and concrete protective doors. Blast resistances of the composite protective doors are investigated by explosion testing. In current research, when the scaled distance is not smaller than 1.494 m/kg1/3, the door panel exhibits excellent anti-blast ability without any damage. When the scaled distance is less than 1.357 m/kg1/3, the structure damage is firstly characterized by the fluted-core shear and finally featured by the flexural failure of the delaminated sandwich panel. Including the deflection induced by the shear deformation of the fluted-core, dynamic one-way sandwich slab theory is proposed to predict the dynamic responses. The predictions are in agreement with the experimental results with acceptable errors. The dynamic theory can predict the critical scaled distance for the composite door based on core-shear failure criterion and the prediction is well consistent with the experiments. An equivalent static load model is suggested. Through the research, it is concluded that constructing protective door through pultruded GFRP fluted-core sandwich panels is a convenient, weight-saving and cost-saving way.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Structural Response to Dynamic Loads · Mechanical Behavior of Composites · Transportation Safety and Impact Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (15)
Show source-provided references
1. Allen · 1969
2. Mechanical performance of two-way modular FRP sandwich slabs10.1016/j.compstruct.2017.10.026 ↗
3. Bending response of web-core sandwich plates10.1016/j.compstruct.2006.08.021 ↗
4. Precise bending stress analysis of corrugated-core, honeycomb-core and X-core sandwich panels10.1016/j.compstruct.2011.12.033 ↗
5. Local shear buckling and bearing strength in web core sandwich panels: model and experimental validation10.1016/j.engstruct.2011.10.020 ↗
6. Dynamic response of circular composite laminates subjected to underwater impulsive loading10.1016/j.compositesa.2018.02.043 ↗
7. Investigation on manufacturing and mechanical behavior of all-composite sandwich structure with Y-shaped cores10.1016/j.compscitech.2018.01.026 ↗
8. The effect of temperature on the bending properties and failure mechanism of composite truss core sandwich structures10.1016/j.compositesa.2015.09.017 ↗
9. Investigation on the blast resistance of a stiffened door structure10.51400/2709-6998.2025 ↗
10. Numerical study of a new multi-arch double-layered blast-resistance door panel10.1016/j.ijimpeng.2011.11.010 ↗
11. Studies on the impact of explosion on blast resistant stiffened door structures10.1007/s40030-014-0103-x ↗
12. A novel all-composite blast-resistant door structure with hierarchical stiffeners10.1016/j.compstruct.2016.03.066 ↗
13. Hierarchical anisogrid stiffened composite panel subjected to blast loading: equivalent theory10.1016/j.compstruct.2017.12.059 ↗
14. Blast response of hierarchical anisogrid stiffened composite panel: considering the damping effect10.1016/j.ijmecsci.2018.03.007 ↗
15. Zhang · 2018