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The critical speed for flutter of a deck section can be evaluated using the flutter derivatives obtained by sectional model testing of the bridge deck in a wind tunnel.
In addition to the commonly used representation of flutter derivatives based on the integrated forces, the paper uses cross-sectional representation by tracking the contributions of nonstationary coefficients around the bridge deck section.
However, these formulas cannot be applied to every deck section.
The study was applied to the deck section of the Great Belt East Bridge.
Nonlinear aerodynamic effects on a multi-box deck section are both numerically and experimentally investigated.
The algorithm is also applied to determine the aerodynamic forces for a bridge deck section.
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The process is repeated until the deck sections meet in the middle, where they are connected.
Detached-Eddy simulation for 3D viscous turbulent incompressible flow is applied to the 3D numerical analysis of bridge deck sections.
DIVEX has been successfully validated on a wide range of problems, including the aeroelastic response of bridge deck sections.
The flutter derivatives associated with sway are determined for a streamlined (Tsurumi) and a bluff (Deer Isle) deck sections.
Then came the revelations that Chinese-made steel deck sections were riddled with microscopic cracks, and that welds inside the bridge's skyway span section were improperly executed.
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