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

R.A.F. Martins, C.A.M. Oliveira

Engineering Computations（1988）

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Abstract
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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beam elements—new,plate
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