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- W2170956634 abstract "This paper presents an attempt to clarify further the nature of the overstiffness of thin curved structural elements. It follows the approach presented by Ashwell and co-workers1,2 who based their study on shape functions of arch elements. Such elements display the same stiff behaviour as complex shell elements but are simpler to study and understand. An examination of several discretizations for a two-dimensional curved beam-column element for linear elastic analysis of arches is performed. This examination and the numerical results obtained from these approximations provide a new interpretation of the artificial strains based on the mapping variables of shape functions. Two new methods to reduce the artificial stiffness of the element are proposed." @default.
- W2170956634 created "2016-06-24" @default.
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- W2170956634 date "1987-11-01" @default.
- W2170956634 modified "2023-09-23" @default.
- W2170956634 title "On artificial strain of thin curved elements" @default.
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- W2170956634 doi "https://doi.org/10.1002/nme.1620241110" @default.
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