Abstract
A three-dimensional finite element model for geometrically nonlinear analysis of semi-continuous composite steel-concrete beams was presented using the commercial software ABAQUS. The investigation focuses on the determination of their flexural and rotational capacities with the influence of full and partial shear connection. From the investigation, the finite element model is able to simulate the overall flexural behaviour of the composite steel-concrete beams subjected to concentrated load for example the load-deflection behaviour, longitudinal slip at the steel-concrete interface and failure modes. The model was validated by comparisons with experiments.
| Original language | English |
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| Title of host publication | Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics (ASEM̢۪11+), 18-22 September 2011, Seoul, Korea |
| Publisher | Techno-Press |
| Pages | 3408-3415 |
| Number of pages | 8 |
| ISBN (Print) | 9788989693321 |
| Publication status | Published - 2011 |
| Event | World Congress on Advances in Structural Engineering and Mechanics - Duration: 8 Sept 2013 → … |
Conference
| Conference | World Congress on Advances in Structural Engineering and Mechanics |
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| Period | 8/09/13 → … |