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Structural behaviour of two-way fibre reinforced composite slabs

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Figure

Figure 2.4 Walkways on an offshore platform manufactured by pultrusion process 19
Figure 4.15 Geometry and loads of the transformed plate with all edges simply supported
Figure 4.19 Convergence of Ritz series solution for three loading cases
Figure 4.21 Vertical displacement for a uniformly distributed load along y at x = 0.5a for Ritzl solution (m7max= nmax=) and 3D FEA results
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