Experimental and numerical study of the loading rate influence on T-stub performance
The importance of beam-to-column joints in the mechanism of force transmission in steel and steel-concrete composite structures is nowadays well recognized. This central role is even more important when the design is performed under seismic and accidental actions. In this framework, a series of test...
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| creator | Baldassino, Nadia Bernardi, Martina Zandonini, Riccardo |
| description | The importance of beam-to-column joints in the mechanism of force transmission in steel and steel-concrete composite structures is nowadays well recognized. This central role is even more important when the design is performed under seismic and accidental actions. In this framework, a series of tests on end-plate and column flange T-stubs, modelling a flush end-plate beam-to-column bolted connection, were performed at different displacement rates. In addition, numerical FE models were developed and calibrated against the experimental results. This paper, after an overview of the experimental programme, highlights and discusses the main features and outcomes of the numerical analyses. |
| doi_str_mv | 10.1063/5.0082004 |
| format | Conference Proceeding |
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This central role is even more important when the design is performed under seismic and accidental actions. In this framework, a series of tests on end-plate and column flange T-stubs, modelling a flush end-plate beam-to-column bolted connection, were performed at different displacement rates. In addition, numerical FE models were developed and calibrated against the experimental results. This paper, after an overview of the experimental programme, highlights and discusses the main features and outcomes of the numerical analyses.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/5.0082004</identifier><identifier>CODEN: APCPCS</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Bolted joints ; Composite structures ; End plates ; Loading rate ; Mathematical models ; Steel structures</subject><ispartof>AIP conference proceedings, 2022, Vol.2425 (1)</ispartof><rights>Author(s)</rights><rights>2022 Author(s). 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This central role is even more important when the design is performed under seismic and accidental actions. In this framework, a series of tests on end-plate and column flange T-stubs, modelling a flush end-plate beam-to-column bolted connection, were performed at different displacement rates. In addition, numerical FE models were developed and calibrated against the experimental results. This paper, after an overview of the experimental programme, highlights and discusses the main features and outcomes of the numerical analyses.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0082004</doi><tpages>4</tpages></addata></record> |
| fulltext | fulltext |
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| ispartof | AIP conference proceedings, 2022, Vol.2425 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_proquest_journals_2647435983 |
| source | AIP Journals Complete |
| subjects | Bolted joints Composite structures End plates Loading rate Mathematical models Steel structures |
| title | Experimental and numerical study of the loading rate influence on T-stub performance |
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