Sentence examples for plate panels from inspiring English sources
The study provides design rules to tailor ribbed plate panels having specific atypical features in a given frequency range.
A finite element model, validated using the results of tests on full-size stiffened plate panels, was used to investigate the scale effect for five dimensionless parameters.
Studies on design life assessment of cracked plate panels and other structural members subjected to tensile-compressive overloading-underloading have been carried out for validating these models.
A full optimization technique with multi-objectives is applied for minimizing structural weight and maximizing structural safety, as per design constraints associated with the ultimate limit states of the plate panels, support members and hull girders.
The local buckling strength values of plate panels in short FRP box columns and core walls between the top and bottom face sheets of sandwich are predicted, and they are in excellent agreement with the numerical finite element solutions and experimental results.
The numerical simulations conclude that the FG-O plate panel demonstrates the fastest vibration attenuation subjected to impact load using a fuzzy logic controller followed by FG-V, FG-UD and FG-X plate panels irrespective of volume fraction of the CNTs as well as boundary conditions.
Such corrosion damage could cause a significant reduction in the ultimate strength of a plate panel.
Whereas two of the specimens have corrugated panel zones, the others have flat plate panel zones, according to an existing practice.
The concept has been validated through testing on seven approximately 1 m × 1 m RS-SPSW panels and compared to the experimental response of a solid plate panel.
In comparing the stiffness and strength characteristics of the tested connections, single and double diagonally-stiffened connections exhibited comparable behaviour to the specimens with flat plate panel zones.
Two material designs were compared: one in which the densities of the materials used for the unit plate panel and the grid were changed relative to each other, and a second where the relative thicknesses of the unit plate panel and the grid frame were varied.
