Size effect in anchorage behavior
| dc.contributor.author | Eligehausen, Rolf | de |
| dc.contributor.author | Ozbolt, Josko | de |
| dc.date.accessioned | 2012-04-18 | de |
| dc.date.accessioned | 2016-03-31T07:19:39Z | |
| dc.date.available | 2012-04-18 | de |
| dc.date.available | 2016-03-31T07:19:39Z | |
| dc.date.issued | 1990 | de |
| dc.description.abstract | The results of the numerical analysis for pull-out tests on headed anchors with axis-symmetric finite elements and nonlocal microplane model for concrete are presented. Based on the results of the numerical analysis and Bazant's size effect law a failure load formula is derived and compared with empirical failure load equations. Numerical results are in good agreement with experimental evidence and indicate a strong size effect which should be taken into account in current design practice. | en |
| dc.identifier.other | 369717333 | de |
| dc.identifier.uri | http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-71866 | de |
| dc.identifier.uri | http://elib.uni-stuttgart.de/handle/11682/436 | |
| dc.identifier.uri | http://dx.doi.org/10.18419/opus-419 | |
| dc.language.iso | en | de |
| dc.rights | info:eu-repo/semantics/openAccess | de |
| dc.subject.classification | Anker <Bauwesen> , Befestigungselement , Finite-Elemente-Methode | de |
| dc.subject.ddc | 624 | de |
| dc.title | Size effect in anchorage behavior | en |
| dc.type | conferenceObject | de |
| ubs.fakultaet | Fakultät Bau- und Umweltingenieurwissenschaften | de |
| ubs.institut | Institut für Werkstoffe im Bauwesen | de |
| ubs.opusid | 7186 | de |
| ubs.publikation.source | Firrao, D. (Hrsg.): Fracture behaviour and design of materials and structures. Vol. 2. Warley : Engineering Materials Advisory Services, 1990. - ISBN 0-947817-43-3, S. 721-727 | de |
| ubs.publikation.typ | Konferenzbeitrag | de |