Bending of elastic beams on winkler-type viscoelastic foundations with unilateral constraints

DOI10.1016/0045-7949(90)90306-MzbMath0703.73073OpenAlexW2077092057MaRDI QIDQ3482918

Mieczyslaw S. Kuczma, Romuald Świtka

Publication date: 1990

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(90)90306-m

zbMATH Keywords

linear complementarity problemloadingsolution algorithmBernoulli-Euler beam theorytime integration methodreloadingtime- discontinuities of loadsunilateral, frictionless contactunloading processes

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Contact in solid mechanics (74M15) Finite element methods applied to problems in solid mechanics (74S05) Optimization of other properties in solid mechanics (74P10) Theories of friction (tribology) (74A55) Dynamical problems in solid mechanics (74Hxx)

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