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This engineering approach is characterized by using local reference systems that allows establishing which stress components must be continuous and which may not be continuous at interfaces between two elements.
The displacement is assumed to possess a Heaviside jump at the localization interface and the strain becomes bounded measure including a Dirac-delta function, but the traction must be continuous at the localization interface.
Additionally, since the displacement and its first derivative are no longer required to be continuous at an intermediate support or at the junctions of spans, this model is capable of accounting for the possible steps and skew angles at these locations which are important to studying the vehicle bridge interactions.
Let and be continuous at, where.
Let and be continuous at, where with.
Let (f Irightarrowmathbb{X}) be continuous at (s_{0}).
Let (f Irightarrow mathbb{R}) be continuous at (omega_{0}).
Let (f Irightarrowmathbb{R}) be continuous at (omega_{0}).
Let (A Irightarrowmathbb{X}) be continuous at θ.
Let (f Ilongrightarrowmathbb{X}) be continuous at (s_{0}).
Let (f:[a,b]longrightarrowmathbb{R}) be continuous at (s_{0}).
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CEO of Professional Science Editing for Scientists @ prosciediting.com