Table 1 Boundary conditions for Edges 1, 2, 3 and 4.
From: A Computational Model for Prestressed Concrete Hollow-Core Slab Under Natural Fire
Edge 1 | Edge 2 | Edge 3 | Edge 4 | |
|---|---|---|---|---|
T: | \(q_{T}=q_{T}\left( \text {Test 1, Test 2} \right)\) | \(\frac{\partial T}{\partial n} = 0\) | \(q_{T}=q_{T}\left( T_{\infty }=20^\circ \text{C} \right)\) | \(q_{T}=q_{T}\left( T_{op} \right) ^{\text{a}}\) |
\(P_G\): | \(P_{G}=0.1\) MPa | \(\frac{\partial P_{G}}{\partial n} = 0\) | \(P_{G}=0.1\) | \(P_{G}=0.1^{a}\) |
\({\tilde{\rho }}_{V}\): | \(q_{v}=q_{v}\left( {\tilde{\rho }}_{V,\infty }\right)\) | \(\frac{\partial {\tilde{\rho }}_{V}}{\partial n} = 0\) | \(q_{v}=q_{v}\left( {\tilde{\rho }}_{V,\infty }\right)\) | \(q_{v}=q_{v}\left( {\tilde{\rho }}_{V,\infty }\right) ^{\text{a}}\) |