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- W2015337546 abstract "Abstract The poor behaviour of conventionally formulated displacement type C 0 finite elements (i.e., with exactly integrated stiffness matrices) is often attributed to the high rank and non-singularity of the penalty-linked stiffness matrix. In this paper, we show that the correct rank and non-singularity required emerges directly from the consistency of the discretized strain field approximations. A simple study using Ritz-type approximations of the Timoshenko beam problem shows how these aspects are all linked. This investigation therefore unifies many of the statements made about such problems and provides a single, consistent viewpoint." @default.
- W2015337546 created "2016-06-24" @default.
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- W2015337546 date "1994-07-01" @default.
- W2015337546 modified "2023-10-16" @default.
- W2015337546 title "Locking, rank and singularity of penalty-linked stiffness matrix and consistency of strain-field" @default.
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- W2015337546 doi "https://doi.org/10.1016/0045-7949(94)90253-4" @default.
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