This paper reports the preliminary results of numerical analyses aimed at the blind prediction of the structural response of a dapped-end beam tested under monotonic loading. The case study definition and experimental data are associated with the experimental tests carried out by the Polytechnical University of Milan, in the framework of an Italian research project. The numerical models were implemented in ABAQUS. The local and global response of the dapped-end beam is characterized, as well as the structural capacity is estimated. The preliminary numerical results show good agreement with the experimental results, in terms of both load-displacement response and structural capacity.
Blind prediction of an experimental test on a dappedend beam through finite element analysis / Di Salvatore, C.; D’Angela, D.; Tuozzo, F.; Magliulo, G.; Acanfora, M.; Cosenza, E.. - (2023). (Intervento presentato al convegno Concrete challenges in a sustainable perspective tenutosi a Torino (Italy) nel 9-11 November 2023).
Blind prediction of an experimental test on a dappedend beam through finite element analysis
Di Salvatore C.;D’Angela D.;Tuozzo F.;Magliulo G.;Cosenza E.
2023
Abstract
This paper reports the preliminary results of numerical analyses aimed at the blind prediction of the structural response of a dapped-end beam tested under monotonic loading. The case study definition and experimental data are associated with the experimental tests carried out by the Polytechnical University of Milan, in the framework of an Italian research project. The numerical models were implemented in ABAQUS. The local and global response of the dapped-end beam is characterized, as well as the structural capacity is estimated. The preliminary numerical results show good agreement with the experimental results, in terms of both load-displacement response and structural capacity.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.