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The effect of corrosion models on the time-dependent reliability is studied using a steel plated element which has found wide applications in engineering structures.
Cold-formed thin plated elements are used as structural components.
Cross sections of modern bridges are generally build with stiffened plated elements.
The study covers both cold-formed and welded plated elements as well as CHS.
The plate element slenderness varies from 86 to 130.
The analysis uses a higher order plate element to avoid shear locking phenomena in the plate.
Out-of-plane sensitivity was evaluated by laser Doppler vibrometry and resonance of the plate element.
New test data on local buckling and plate element behavior is generated.
Using the equilibrium conditions of the plates, the membrane force equation for each plate element is established.
The other is based on the capacity of steel plates with a newly derived plate element yield slenderness limit.
A partial hybrid plate element vibration analysis is established for orthotropic laminated plates.
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