Zusammenfassung
In abgeschwächter Form werden die Kontaktbedingungen nach G1. (4–20) durch endliche Strafparameter zwischen den Kontaktflächen verwirklicht. Die Gewichtsmatrix W, die im geschlossenen Zustand zu einem Arbeitsausdruck der Knotenkontaktkräfte an den Knotendurchdringungen („penetration“) führt, wird als nichtlineare Steifigkeitsmatrix eines speziellen Elements zur Trennflächenüberwachung aufgefaßt, das im folgenden als Fugenelement (joint element) bezeichnet wird.
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Hohberg, JM. (1988). Federmodelle und Fugenelemente. In: Trennflächenformulierungen für die statische und dynamische Berechnung von Bogenstaumauern. Institut für Baustatik und Konstruktion, vol 163. Birkhäuser, Basel. https://doi.org/10.1007/978-3-0348-5251-7_5
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