THE EFFECT OF CONCRETE-STEEL INTERFACE MODEL ON FINITE ELEMENT ANALYSIS OF CONCRETE FILLED SQUARE STEEL TUBE BEAM
Three-dimensional nonlinear finite element (FEA) is developed to predict the experimental behaviour of concrete filled square steel tubular member. The FEA is conducted to determine moment carrying capacity at ultimate load for simple beam. The concrete-steel interface model is...
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| Format: | Article |
| Language: | ces |
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Czech Technical University, Prague
2020-07-01
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| Series: | Civil Engineering Journal |
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| Online Access: | http://www.civilengineeringjournal.cz/archive/issues/2020/2020_2/2-2020-0012-(135-146).pdf |