A solid-shell transition element for geometrically non-linear analysis of laminated composite structures

Using the incremental equations of motion of a continuous medium and the total Lagrangian description, three different elements, i.e. degenerated shell element, 3‐D continuum element and solid‐shell transition element, are developed for the geometrically non‐linear analysis of laminated composite st...

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Veröffentlicht in:International journal for numerical methods in engineering 1988-08, Vol.26 (8), p.1843-1854
Hauptverfasser: Liao, C. L., Reddy, J. N., Engelstad, S. P.
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container_issue 8
container_start_page 1843
container_title International journal for numerical methods in engineering
container_volume 26
creator Liao, C. L.
Reddy, J. N.
Engelstad, S. P.
description Using the incremental equations of motion of a continuous medium and the total Lagrangian description, three different elements, i.e. degenerated shell element, 3‐D continuum element and solid‐shell transition element, are developed for the geometrically non‐linear analysis of laminated composite structures. Compatibility and completeness requirements are stressed in modelling shell‐type structures in order to assure the convergence of the finite element analysis. A number of laminated plate and shell examples are presented to demonstrate the validity and efficiency of various elements.
doi_str_mv 10.1002/nme.1620260811
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source Wiley Online Library Journals Frontfile Complete
subjects composite materials
Exact sciences and technology
finite element method
Fundamental areas of phenomenology (including applications)
Physics
shells
Solid mechanics
Static elasticity (thermoelasticity...)
stress
Structural and continuum mechanics
title A solid-shell transition element for geometrically non-linear analysis of laminated composite structures
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