Show simple item record

dc.contributor.authorKlusáček, Ladislavcs
dc.contributor.authorSvoboda, Adamcs
dc.date.accessioned2020-08-04T11:01:42Z
dc.date.available2020-08-04T11:01:42Z
dc.date.issued2017-09-15cs
dc.identifier.citationIOP Conference Series: Materials Science and Engineering. 2017, vol. 236, issue 1, p. 1-12.en
dc.identifier.issn1757-8981cs
dc.identifier.other140480cs
dc.identifier.urihttp://hdl.handle.net/11012/137172
dc.description.abstractPost-tensioning is suitable, reliable and durable method of strengthening existing engineering structures, especially bridges. The high efficiency of post-tensioning can be seen in many applications throughout the world. In this paper the method is extended by a structural system of substituted cable ducts, which allows for significantly widening application of prestressing so it’s convenient mostly for application on beam bridges or slab bridges (built in years 1920 – 1960). The method of substituted cable ducts is based on theoretical knowledge and technical procedures, which were made possible through the development in prestressing systems, particularly the development of prestressing tendons (monostrands) and encased anchorages, as well as progress in drilling technology. This technique is highly recommended due to minimization of interventions into the constructions, unseen method of cable arrangement and hence the absence of impact on appearance, which is appreciated not only in case of valuable historical structures but also in general. It is possible to summarise that post-tensioning by monostrands in substituted cable ducts is a highly effective method of strengthening existing bridges in order to increase their load capacities in terms of current traffic load and to extend their service life.en
dc.formattextcs
dc.format.extent1-12cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherIOP Publishingcs
dc.relation.ispartofIOP Conference Series: Materials Science and Engineeringcs
dc.relation.urihttp://iopscience.iop.org/article/10.1088/1757-899X/236/1/012057cs
dc.rightsCreative Commons Attribution 3.0 Unportedcs
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/cs
dc.subjectpost-tensioningen
dc.subjectsubstituted cable ducts methoden
dc.subjectstrengtheningen
dc.subjectload capacityen
dc.subjectexisting concrete bridgesen
dc.titleStrengthening of bridges by post-tensioning using monostrands in substituted cable ductsen
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav betonových a zděných konstrukcícs
sync.item.dbidVAV-140480en
sync.item.dbtypeVAVen
sync.item.insts2020.08.04 13:01:42en
sync.item.modts2020.08.04 12:30:53en
dc.coverage.issue1cs
dc.coverage.volume236cs
dc.identifier.doi10.1088/1757-899X/236/1/012057cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1757-8981/cs
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

Creative Commons Attribution 3.0 Unported
Except where otherwise noted, this item's license is described as Creative Commons Attribution 3.0 Unported