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Nonlinear finite element modelling of centric dowel connections in precast buildingsZoubek, Blaž, gradbenik ...The modelling approach in the case of connections in precast buildings is specific. The assembly of the constitutive parts of the connection requires the inclusion of contact definitions in the ... model. In addition, the material non-linearity including the influence of the spatial stress distribution should be taken into account where appropriate. Here a complex model of a beam-to-column dowel connection is presented. Experiments on the analysed connection were performed within the framework of the European project SAFECAST (Performance of Innovative Mechanical Connections in Precast Building Structures under Seismic Conditions). Several material and interaction parameters were investigated and the influence of each of them was evaluated. The set of parameters which gave the best match with the experiments was chosen.Source: Computers and Concrete : an international journal. - ISSN 1598-8198 (št. 4, Letn. 14, 2014, str. 463-477)Type of material - article, component part ; adult, seriousPublish date - 2014Language - englishCOBISS.SI-ID - 6836833
Author
Zoubek, Blaž, gradbenik |
Fahjan, Yasin |
Fischinger, Matej |
Isaković, Tatjana
Topics
gradbene konstrukcije |
potresno inženirstvo |
moznični stiki |
montažne halle |
modeliranje betona |
porušni mehanizmi |
analiza porušitve |
numerično modeliranje |
dowel connection |
precast buildings |
concrete modelling |
CDP model |
interaction modelling |
failure analysis |
numerical modelling
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source: Computers and Concrete : an international journal. - ISSN 1598-8198 (št. 4, Letn. 14, 2014, str. 463-477)
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Database name | Field | Year |
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Links to authors' personal bibliographies | Links to information on researchers in the SICRIS system |
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Zoubek, Blaž, gradbenik | 34367 |
Fahjan, Yasin | ![]() |
Fischinger, Matej | 08358 |
Isaković, Tatjana | 11409 |
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