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izvor podataka: crosbi

Comparison of numerical models for nonlinear static analysis of planar concrete frames based on 1D and 2D finite elements (CROSBI ID 228796)

Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija

Radnić, Jure ; Markić, Radoslav ; Grgić, Nikola ; Glibić, Mladen ; Banović, Ivan Comparison of numerical models for nonlinear static analysis of planar concrete frames based on 1D and 2D finite elements // Materialwissenschaft und Werkstofftechnik, Volume 47 (2016), Issue 5-6; 369-581. doi: 10.1002/mawe.201600523

Podaci o odgovornosti

Radnić, Jure ; Markić, Radoslav ; Grgić, Nikola ; Glibić, Mladen ; Banović, Ivan

engleski

Comparison of numerical models for nonlinear static analysis of planar concrete frames based on 1D and 2D finite elements

Firstly, a discussion about the application of beam-column (1D) and plane (2D) finite elements in the numerical analysis of the planar concrete frames is presented. Then, briefly are presented two numerical models for nonlinear static analysis of planar concrete frames, first based on beam- column (1D) elements and second on plane (2D) finite elements, which can simulate their main nonlinear effects. The presented models are verified on two experimental test results. Good agreement was obtained between the experimental and the numerical results, which confirm the possibility of practical application of both presented numerical models. However, their further verifications are necessary.

planar concrete frame ; static analysis ; beam-column finite element ; plane finite element ; comparison

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Podaci o izdanju

Volume 47 (Issue 5-6)

2016.

369-581

objavljeno

0933-5137

1521-4052

10.1002/mawe.201600523

Povezanost rada

Građevinarstvo

Poveznice
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