The paper aims to collect a suitable database of pull-out tests related to several types of injected anchors in masonry elements. The collected experimental results are compared with theoretical predictions of pull-out force given by existing formulations and their reliability is discussed. Then, regression analyses have been carried out in order to assess a new design formulation taking into account the main parameters influencing the performance of injected anchors in masonry elements. © 2018 The International Masonry Society (IMS).
Traditional and innovative injected anchors in masonry elements: Reliability of existing design formulations / Ceroni, F.; Di Ludovico, M.. - 222279(2018), pp. 2017-2026. (Intervento presentato al convegno 10th International Masonry Conference tenutosi a Milano nel 9-11 July 2018).
Traditional and innovative injected anchors in masonry elements: Reliability of existing design formulations
Di Ludovico M.
2018
Abstract
The paper aims to collect a suitable database of pull-out tests related to several types of injected anchors in masonry elements. The collected experimental results are compared with theoretical predictions of pull-out force given by existing formulations and their reliability is discussed. Then, regression analyses have been carried out in order to assess a new design formulation taking into account the main parameters influencing the performance of injected anchors in masonry elements. © 2018 The International Masonry Society (IMS).I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
