Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads
•A welded steel-concrete composite joint designed in accordance with the Eurocode 4 is extensively investigated.•Refined full 3D solid FE numerical simulations are presented joint and critically discussed.•FE validation and assessment is carried out in terms of global and local (component) behaviour...
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| Published in | Engineering structures Vol. 138; pp. 394 - 409 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Kidlington
Elsevier Ltd
01.05.2017
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0141-0296 1873-7323 |
| DOI | 10.1016/j.engstruct.2017.02.037 |
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| Abstract | •A welded steel-concrete composite joint designed in accordance with the Eurocode 4 is extensively investigated.•Refined full 3D solid FE numerical simulations are presented joint and critically discussed.•FE validation and assessment is carried out in terms of global and local (component) behaviour.•Rather close agreement with the test results is found, including local phenomena.•Based on the FE predictions, possible review of the actual Eurocode design provisions is suggested.
This paper proposes a refined Finite-Element (FE) numerical approach to predict both global and local behaviour of steel-concrete composite welded joints subjected to seismic loads. The reference FE model is implemented in ABAQUS and first extensively validated to the full-scale experimental results of a welded steel-concrete composite specimen tested in a past research project, where the beam-to-column sub-assemblages were designed according to the prescriptions of Eurocode 4 and Eurocode 8. As shown, due to the FE modelling assumptions, a rather close agreement was generally found between the FE predictions and the corresponding test measurements, both in terms of global and local phenomena. Therefore, it is first expected that such numerical approach could be implemented as an alternative to costly and time consuming full-scale experimental tests, allowing an extensive parametric investigation of composite joints and possible design optimizations. An implicit advantage of the implemented FE model, in fact, is that according to a refined analysis of the experimental and numerical results for the welded joint object of investigation, the efficiency of the Eurocode 8 design prescriptions for steel-concrete composite joint details can be critically discussed and reviewed. In the specific case, a possible improvement of the design recommendations for the slab reinforcement around the column is proposed. |
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| AbstractList | This paper proposes a refined Finite-Element (FE) numerical approach to predict both global and local behaviour of steel-concrete composite welded joints subjected to seismic loads. The reference FE model is implemented in ABAQUS and first extensively validated to the full-scale experimental results of a welded steel-concrete composite specimen tested in a past research project, where the beam-to-column sub-assemblages were designed according to the prescriptions of Eurocode 4 and Eurocode 8. As shown, due to the FE modelling assumptions, a rather close agreement was generally found between the FE predictions and the corresponding test measurements, both in terms of global and local phenomena. Therefore, it is first expected that such numerical approach could be implemented as an alternative to costly and time consuming full-scale experimental tests, allowing an extensive parametric investigation of composite joints and possible design optimizations. An implicit advantage of the implemented FE model, in fact, is that according to a refined analysis of the experimental and numerical results for the welded joint object of investigation, the efficiency of the Eurocode 8 design prescriptions for steel-concrete composite joint details can be critically discussed and reviewed. In the specific case, a possible improvement of the design recommendations for the slab reinforcement around the column is proposed. •A welded steel-concrete composite joint designed in accordance with the Eurocode 4 is extensively investigated.•Refined full 3D solid FE numerical simulations are presented joint and critically discussed.•FE validation and assessment is carried out in terms of global and local (component) behaviour.•Rather close agreement with the test results is found, including local phenomena.•Based on the FE predictions, possible review of the actual Eurocode design provisions is suggested. This paper proposes a refined Finite-Element (FE) numerical approach to predict both global and local behaviour of steel-concrete composite welded joints subjected to seismic loads. The reference FE model is implemented in ABAQUS and first extensively validated to the full-scale experimental results of a welded steel-concrete composite specimen tested in a past research project, where the beam-to-column sub-assemblages were designed according to the prescriptions of Eurocode 4 and Eurocode 8. As shown, due to the FE modelling assumptions, a rather close agreement was generally found between the FE predictions and the corresponding test measurements, both in terms of global and local phenomena. Therefore, it is first expected that such numerical approach could be implemented as an alternative to costly and time consuming full-scale experimental tests, allowing an extensive parametric investigation of composite joints and possible design optimizations. An implicit advantage of the implemented FE model, in fact, is that according to a refined analysis of the experimental and numerical results for the welded joint object of investigation, the efficiency of the Eurocode 8 design prescriptions for steel-concrete composite joint details can be critically discussed and reviewed. In the specific case, a possible improvement of the design recommendations for the slab reinforcement around the column is proposed. |
| Author | Fasan, Marco Amadio, Claudio Pecce, Maria Rosa Bedon, Chiara |
| Author_xml | – sequence: 1 givenname: Claudio surname: Amadio fullname: Amadio, Claudio organization: University of Trieste, Department of Engineering and Architecture, Italy – sequence: 2 givenname: Chiara surname: Bedon fullname: Bedon, Chiara email: bedon@dicar.units.it organization: University of Trieste, Department of Engineering and Architecture, Italy – sequence: 3 givenname: Marco surname: Fasan fullname: Fasan, Marco organization: University of Trieste, Department of Engineering and Architecture, Italy – sequence: 4 givenname: Maria Rosa surname: Pecce fullname: Pecce, Maria Rosa organization: University of Sannio, Department of Engineering, Italy |
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| Snippet | •A welded steel-concrete composite joint designed in accordance with the Eurocode 4 is extensively investigated.•Refined full 3D solid FE numerical simulations... This paper proposes a refined Finite-Element (FE) numerical approach to predict both global and local behaviour of steel-concrete composite welded joints... |
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| SubjectTerms | Building codes Columns (structural) Composite beams Composite materials Composite structures Computer simulation Design Design improvements Design optimization Design recommendations Experimental tests Finite element analysis Finite element method Finite-Element numerical modelling Mathematical models Numerical analysis Reinforced concrete Reinforcement Research projects Resisting mechanisms Seismic design Seismic engineering Seismic loads Seismology Steel Steel columns Steel-concrete composite joints Structural engineering Structural steels Studies Welded joints Welding |
| Title | Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads |
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