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Analytical estimates for sandwich panel strength for each loading condition were presented for possible competing failure modes.
The study includes the definition of a correction factor that accounts for the effects of changing the elastic modulus on the glass panel strength, as well as an expression to estimate the maximum deflection at the center of the glass panel.
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Simple analytical relationships based on the concepts of mechanics of materials were provided for the compression tests, which estimate the sandwich panels' strength with high fidelity.
On the other hand, perforation of the web-plate can allow the utility passage through SPSW and also can alleviate the problem of large panel force over-strength due to larger web-plate thickness.
The main variable of the specimens was the ratio of the panel zone strength to the connected beam strength (panel zone strength ratio).
To evaluate the impact resistance capability of the new ECC material, the impact response of plain concrete panels, high strength concrete panels and hybrid-fiber ECC panels made of an ECC mix, which was recommended to be the most promising impact resistance material, were also tested.
The analyses indicated that the panel zone strength does not significantly affect the seismic response, and that increasing the connection strength in the upper floors improves the seismic response of the frame.
The panel's strength owes to the "stressed skin" principle.
In the first panel, signal strength is mapped to a grayscale.
Further work, reported here, has examined in detail the localised behaviour that affects panel shear strength.
Furthermore, this study proposed an analytical model for post Northridge WUF-B connections having different panel zone strength ratios.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com