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Specific experiments showed a significant influence of stringer discreteness on the buckling loads of reinforced shells.
Durability: life cycle design of new infrastructure; Efficiency: form-finding techniques, structural optimization; Bridges: new structural (mobile) typologies; Pre-stressed tension structures: splines and membranes; Shells: textile reinforced shells, adaptable formwork, shape optimization; Historic structures: restoration and upgrading methodologies.
Using the proposed approach, the critical accelerations are calculated for the glass-fibre reinforced shells with various dimensional and stiffness parameters.
One possibility to better model FRP in ANSYS which is not tried previously by researchers (although used for modeling reinforcing bars in concrete, (Hunley and Harik 2012)) is to use its reinforced shells and solids elements.
Plaster applied on top of the silicone creates a reinforcing shell.
The magnet is based on cos θ-type geometry, but its cold mass (T=4.5 K) consisting of SC-coil and a reinforcing shell is separated from the iron yoke (T=50 80 K) by a small vacuum gap.
The coils consist of two sections: the inner section is made from high strength materials, while the outer section is made from soft copper for electrical efficiency and glass fibre composite for good insulation; this is supported by a thick-walled outer reinforcing shell made from carbon fibre composite.
Results indicate the advantages of using functionally graded fiber reinforced composite shell with graded fiber volume fractions over traditional discretely laminated composite shells.
A design optimisation methodology based on structural reliability of beam reinforced composite shell structures with non-linear geometric behaviour is proposed.
Reverse engineered, composite, anisotropic, edentulous mandibles made of a poly methylmethacrylate) core and a glass fibre reinforced outer shell were rapid prototyped and instrumented with strain gauges.
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