Analysis of Laminated Architectural Glazing Subjected to Wind Load and Windborne Debris Impact

<table>Effect of PVB properties (bulk modulus <svg height="10.325" id="M75" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 13.2875 10.325" width="13.2875" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.325)">
<g transform="translate(72,-63.74)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝐾</tspan>
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</g>
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</svg> and short-term shear modulus <svg height="14.5875" id="M76" style="vertical-align:-3.2316pt" version="1.1" viewbox="0 0 17.225 14.5875" width="17.225" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.5875)">
<g transform="translate(72,-60.33)">
<text transform="matrix(1,0,0,-1,-71.95,63.6)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝐺</tspan>
</text>
<text transform="matrix(1,0,0,-1,-62.77,60.47)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑜</tspan>
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</g>
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</svg>) on the maximum principal stress at the bottom surface of the inner ply for a large missile impact at a velocity of 58.11 m/s.</table>

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fig9

Figure 9

Figure 9: Analysis of Laminated Architectural Glazing Subjected to Wind Load and Windborne Debris Impact 