𝔖 Bobbio Scriptorium
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Thin plate semiloof element for structural analysis–including stability and natural vibrations

✍ Scribed by R. A. F. Martins; D. R. J. Owen

Book ID
102546433
Publisher
John Wiley and Sons
Year
1978
Tongue
English
Weight
394 KB
Volume
12
Category
Article
ISSN
0029-5981

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📜 SIMILAR VOLUMES

Structural instability and natural vibra
Structural instability and natural vibration analysis of thin arbitrary shells by use of the Semiloof element
✍ R. A. F. Martins; D. R. J. Owen 📂 Article 📅 1977 🏛 John Wiley and Sons 🌐 English ⚖ 828 KB

## Abstract At present the Semiloof element is probably one of the most efficient available for the solution of thin shells of arbitrary geometry. Experience in static situations indicates that accurate results can be obtained for non‐trivial geometric and loading configurations with relatively coa

Refined triangular discrete Kirchhoff pl
Refined triangular discrete Kirchhoff plate element for thin plate bending, vibration and buckling analysis
✍ Chen Wanji; Y. K. Cheung 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 256 KB 👁 2 views

A refined triangular discrete Kirchhoff thin plate bending element RDKT which can be used to improve the original triangular discrete Kirchhoff thin plate bending element DKT is presented. In order to improve the accuracy of the analysis a simple explicit expression of a refined constant strain matr

Element free method for static and free
Element free method for static and free vibration analysis of spatial thin shell structures
✍ L. Liu; G.R. Liu; V.B.C. Tan 📂 Article 📅 2002 🏛 Elsevier Science 🌐 English ⚖ 322 KB

The implementation of the element free Galerkin method (EFG) for spatial thin shell structures is presented in this paper. Both static deformation and free vibration analyses are considered. The formulation of the discrete system equations starts from the governing equations of stress resultant geom