Bending and Shear Mode Decomposition in C Structural Elements

Henryk Stolarski; Ted Belytschko; Nicholas Carpenter

doi:10.1080/03601218308907439

Bending and Shear Mode Decomposition in C Structural Elements

Henryk Stolarski, Ted Belytschko, Nicholas Carpenter

Research output: Contribution to journal › Article › peer-review

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Abstract

Various formulations for C structural finite elements are discussed. By means of two examples, a linear beam and a triangular plate element, it is shown that the proper decomposition of the deformed configuration into its bending and shear modes is essential for the effective performance of C elements. It is also shown that reduced integration can only be successful if it is equivalent to this decomposition.

Original language	English (US)
Pages (from-to)	153-176
Number of pages	24
Journal	Journal of Structural Mechanics
Volume	11
Issue number	2
DOIs	https://doi.org/10.1080/03601218308907439
State	Published - Jan 1983
Externally published	Yes

Bibliographical note

Funding Information:
The support of the Air Force Office of Scientific Research under contract F49620-82-KO013 is greatfully acknowledged.

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10.1080/03601218308907439

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abstract = "Various formulations for C structural finite elements are discussed. By means of two examples, a linear beam and a triangular plate element, it is shown that the proper decomposition of the deformed configuration into its bending and shear modes is essential for the effective performance of C elements. It is also shown that reduced integration can only be successful if it is equivalent to this decomposition.",

author = "Henryk Stolarski and Ted Belytschko and Nicholas Carpenter",

note = "Funding Information: The support of the Air Force Office of Scientific Research under contract F49620-82-KO013 is greatfully acknowledged.",

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AU - Belytschko, Ted

AU - Carpenter, Nicholas

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PY - 1983/1

Y1 - 1983/1

N2 - Various formulations for C structural finite elements are discussed. By means of two examples, a linear beam and a triangular plate element, it is shown that the proper decomposition of the deformed configuration into its bending and shear modes is essential for the effective performance of C elements. It is also shown that reduced integration can only be successful if it is equivalent to this decomposition.

AB - Various formulations for C structural finite elements are discussed. By means of two examples, a linear beam and a triangular plate element, it is shown that the proper decomposition of the deformed configuration into its bending and shear modes is essential for the effective performance of C elements. It is also shown that reduced integration can only be successful if it is equivalent to this decomposition.

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Bending and Shear Mode Decomposition in C Structural Elements

Abstract

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