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Nonlinear finite element analysis of composite planar frames with interlayer slipČas, Bojan, 1975- ...A new finite element formulation for nonlinear analysis of two-layered composite planar frames with interlayer slip is presented. The formulation is based on geometrically nonlinear Reissner's beam ... theory with small interlayer slips and the well known Bernoulli hypothesis for each layer is taken into account. The nonlinear timedependent constitutive models for layers and nonlinear relationship between slip and shear stress at the interface are considered in the formulation. Because only a few elements are needed to describe a beam or colomn of a frame with great precision, a new element is prefectly suited for practical calculationsSource: Proceedings of the sixth International conference on computational structures technology, Prague - Czech Republic 4-6 September 2002 [Elektronski vir] (Str. 1-18)Type of material - conference contributionPublish date - 2002Language - englishCOBISS.SI-ID - 1704033
Author
Čas, Bojan, 1975- |
Saje, Franc |
Saje, Miran |
Planinc, Igor
Topics
kompozit |
zdrs |
nelinearnost |
metode končnih elementov |
metode končnih elementov |
composite |
interlayer slip |
nonlinearity |
finite element method |
reinforced concrete |
differential shrinkage |
creep |
Reissner beam |
finite element method
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Database name | Field | Year |
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Links to authors' personal bibliographies | Links to information on researchers in the SICRIS system |
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Čas, Bojan, 1975- | 20157 |
Saje, Franc | 08107 |
Saje, Miran | 02189 |
Planinc, Igor | 14507 |
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