The paper reports the results of a numerical simulation performed to study the experimental pull-out behavior of twisted steel connectors inserted in fired-clay brick units. The experimental results obtained in a previous campaign are used to calibrate a 3D refined numerical model developed by means of the finite element program Abaqus. The numerical model is tuned to accurately reproduce the experimental results in terms of loads and bar displacements.
Finelli F., Di Tommaso A., Gentilini C. (2019). First results of a 3D pull-out model of steel anchors in fired-clay bricks. Trans Tech Publications Ltd [10.4028/www.scientific.net/KEM.817.514].
First results of a 3D pull-out model of steel anchors in fired-clay bricks
Finelli F.
;Di Tommaso A.;Gentilini C.
2019
Abstract
The paper reports the results of a numerical simulation performed to study the experimental pull-out behavior of twisted steel connectors inserted in fired-clay brick units. The experimental results obtained in a previous campaign are used to calibrate a 3D refined numerical model developed by means of the finite element program Abaqus. The numerical model is tuned to accurately reproduce the experimental results in terms of loads and bar displacements.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
