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Long-term reliability assessment of OBR based DOFS on reinforced concrete elements
dc.contributor.author | Barrias, Antonio Jose de Sousa |
dc.contributor.author | Casas Rius, Joan Ramon |
dc.contributor.author | Villalba Herrero, Sergi |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria de Projectes i de la Construcció |
dc.date.accessioned | 2018-10-15T22:39:37Z |
dc.date.issued | 2018 |
dc.identifier.citation | Barrias, A., Casas, J., Villalba, S. Long-term reliability assessment of OBR based DOFS on reinforced concrete elements. A: World Conference on Structural Control and Monitoring. "7WCSCM: The 7th World Conference on Structural Control and Monitoring: proceedings". Los Angeles, CA: International Association for Structural Control and Monitoring (IASCM), 2018, p. 2696-2702. |
dc.identifier.other | https://www.researchgate.net/publication/327868225_Long-term_reliability_assessment_of_OBR_based_DOFS_on_reinforced_concrete_elements |
dc.identifier.uri | http://hdl.handle.net/2117/122342 |
dc.description.abstract | The authors conducted a laboratory experiment where two reinforced concrete beams were instrumented with a Distributed Optical Fiber Sensors that were adhered to allow the measuring of strain on four different longitudinal segments on their bottom surface. A fatigue test was then conducted on these elements where the load range was the one expected on a standard highway bridge between its permanent and the additional traffic load. Furthermore, each longitudinal segment of the DOFS was adhered to the concrete using a different adhesive in order to assess the optimal one in these fatigue conditions. The obtained data is then compared with strain gauges that were also instrumented on the concrete beams. |
dc.format.extent | 7 p. |
dc.language.iso | eng |
dc.publisher | International Association for Structural Control and Monitoring (IASCM) |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
dc.subject.lcsh | Structural health monitoring |
dc.subject.lcsh | Optical fiber detectors |
dc.subject.other | distributed optical fiber sensors |
dc.subject.other | structural health monitoring |
dc.subject.other | fatigue testing |
dc.subject.other | concrete |
dc.subject.other | bridges monitoring |
dc.title | Long-term reliability assessment of OBR based DOFS on reinforced concrete elements |
dc.type | Conference report |
dc.subject.lemac | Detectors de fibra òptica |
dc.subject.lemac | Construcció en formigó |
dc.contributor.group | Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció |
dc.contributor.group | Universitat Politècnica de Catalunya. GRIC - Grup de Recerca i Innovació de la Construcció |
dc.rights.access | Restricted access - publisher's policy |
local.identifier.drac | 23340473 |
dc.description.version | Postprint (published version) |
dc.date.lift | 10000-01-01 |
local.citation.author | Barrias, A.; Casas, J.; Villalba, S. |
local.citation.contributor | World Conference on Structural Control and Monitoring |
local.citation.pubplace | Los Angeles, CA |
local.citation.publicationName | 7WCSCM: The 7th World Conference on Structural Control and Monitoring: proceedings |
local.citation.startingPage | 2696 |
local.citation.endingPage | 2702 |