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Volume 5, Issue 1

1 January 1988

Engineering Computations Cover Image for Volume 5, Issue 1

Editors

Kevin McKague;

Kevin McKague

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David Wheeler;

David Wheeler

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Corrine Cash;

Corrine Cash

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Jane Comeault;

Jane Comeault

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Elise Ray

Elise Ray

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Review Article| January 01 1988

Semi‐loof shell, plate and beam elements—new computer versions: Part 2. Elements programming

R.A.F. Martins;

R.A.F. Martins

Department of Engineering Mechanics, Faculty of Engineering, University of Oporto, Rua dos Bragas, 4099 Porto Codex, Portugal

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C.A.M. Oliveira

C.A.M. Oliveira

Department of Engineering Mechanics, Faculty of Engineering, University of Oporto, Rua dos Bragas, 4099 Porto Codex, Portugal

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Author & Article Information

Publisher: Emerald Publishing

Online ISSN: 1758-7077

Print ISSN: 0264-4401

© MCB UP Limited

1988

Engineering Computations (1988) 5 (1): 26–38.

https://doi.org/10.1108/eb023717

According to Figure 1, semi‐loof shell, plate and beam elements are implemented in such a way that three independent blocks are formed to obtain the stiffness, mass, load and stress matrices. These three blocks are controlled by subroutine MSTIF, which is directly called from a standard FE program.

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© MCB UP Limited

1988

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