The analysis of internally supported thin plates by the boundary element method. Part 1 - Static analysis

• Autorzy: Guminiak M. , Sygulski R.
• Języki publikacji: EN

Abstrakty

EN

A static analysis of Kirchhoff plates rested on the column supports has been presented in the paper. Using the proposed approach, there is no need to introduce Kirchhoff forces at the plate corner and equivalent shear forces at the plate boundary [14], [18], [19], [22]. Two unknown and independent variables have been considered at the boundary element node. The boundary integral equation has been derived using the Bettie theorem. The collocation points are located slightly outside a plate boundary, hence the quasi-diagonal integrals of fundamental functions are non-singular [15], [18], [19], [22], The constant types boundary element have been used.

Słowa kluczowe

EN

boundary element method; Kirchhoff plates; fundamental solution

• Wydawca: Wydawnictwo Politechniki Poznańskiej
• Czasopismo: Foundations of Civil and Environmental Engineering
• Rocznik: 2007
• Tom: No. 9
• Strony: 17--41
• Opis fizyczny: Bibliogr. 22 poz.

Twórcy

autor

Guminiak M.

autor

Sygulski R.

• Institute of Structural Engineering, Piotrowo 5, 61-138 Poznań, Poland Tel.: [phone]; fax: [phone],

Bibliografia

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