Zobrazeno 1 - 10
of 241
pro vyhledávání: '"Polder, R.B."'
Publikováno v:
In Construction and Building Materials 20 October 2018 186:123-130
Autor:
Rossi, E., Zhang, Hongzhi, Nijland, Timo G., Copuroglu, Oguzhan, Polder, R.B., Šavija, B., Ye, Guang, Dong, Hua, Liu, Jiaping, Schlangen, Erik, Miao, Changwen
Publikováno v:
4th International Rilem Conference on Microstructure Related Durability of Cementitious Composites: Microdurability 2020
4th International Rilem Conference on Microstructure Related Durability of Cementitious Composites
4th International Rilem Conference on Microstructure Related Durability of Cementitious Composites
An important input parameter for numerical models that simulate cracking of the concrete cover due to reinforcement corrosion is the Elastic modulus of corrosion product (Ecp). Despite its relevance, Ecp is subject of significant variations according
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=narcis______::eb2b81a91247ed9f6595e9417f78b2b4
http://resolver.tudelft.nl/uuid:07006c34-25c1-4abd-af33-6d56fe77c877
http://resolver.tudelft.nl/uuid:07006c34-25c1-4abd-af33-6d56fe77c877
Autor:
Angst, Ueli M., Geiker, Mette R., Alonso, Maria Cruz, Polder, R.B., Elsener, Bernhard, Wong, Hong, Michel, Alexander, Hornbostel, Karla, Sanchez, Mercedes
Publikováno v:
Materials and Structures, 52(4)
The steel–concrete interface (SCI) is known to influence corrosion of steel in concrete. However, due to the numerous factors affecting the SCI—including steel properties, concrete properties, execution, and exposure conditions—it remains uncle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=narcis______::4caa93781942bf44ee788852d259fd2d
http://resolver.tudelft.nl/uuid:884ca73e-c8c9-4f0d-821e-08d8e84cf852
http://resolver.tudelft.nl/uuid:884ca73e-c8c9-4f0d-821e-08d8e84cf852
Autor:
Polder, R.B., Boutz, M, Ottele, M., Ye, Guang, Yuan, Yong, Rodriguez, Claudia Romero, Zhang, Hongzhi, Šavija, Branko
Publikováno v:
4th International Conference on Service Life Design for Infrastructures: (SLD4) 27-30 August 2018 – Delft, Netherlands
4th International Conference on Service Life Design for Infrastructures
4th International Conference on Service Life Design for Infrastructures
Owners of concrete structures would benefit from knowing when to expect corrosion initiation in a particular structure. Presently, no accepted procedures for testing existing structures for the remaining time to corrosion initiation are available. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=narcis______::93457975007b5e43d3e99ca2e058d77d
http://resolver.tudelft.nl/uuid:ba9276fc-ec5a-4ce8-a85e-b77ddb00e280
http://resolver.tudelft.nl/uuid:ba9276fc-ec5a-4ce8-a85e-b77ddb00e280
Publikováno v:
Beton, 166-170
In der aktuellen Fassung der Betonnorm EN 206 wird ein deskriptives Konzept fr die Dauerhaftigkeit des Betons ver-wendet, wobei der Nachweis der Dauerhaftigkeit liber die Einhaltung der Grenzwerte des Regelwerks bezgIich Beton-eigenschaften und Beton
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::62c058c4d04a89972517a4fb03b6303f
http://resolver.tudelft.nl/uuid:82c26042-fc78-44aa-9504-dae1fd585a49
http://resolver.tudelft.nl/uuid:82c26042-fc78-44aa-9504-dae1fd585a49
Publikováno v:
Lukovic, M.Hordijk, D.A., 2017 fib Symposium-High Tech Concrete: Where Technology and Engineering Meet. 12 June 2017 through 14 June 2017, 73-82
In the Netherlands civil engineering structures, such as overpasses, bridges and tunnels are generally built using blast furnace slag cement (BFSC, CEM III/B) concrete, because of its high resistance against chloride penetration. Although the Dutch e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::f8ee0c91c8f422e5662e1fa531d978b7
http://resolver.tudelft.nl/uuid:a1bfe4b9-e73a-4a46-a5ba-9b351c5dada8
http://resolver.tudelft.nl/uuid:a1bfe4b9-e73a-4a46-a5ba-9b351c5dada8
Autor:
Polder, R.B., Geiker, M.R.
Publikováno v:
Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure, 1-8
Many repairs of chloride induced corrosion in practice fail within 10 years due to chloride remaining after cleaning the steel, causing corrosion re-activation. An improvement of conventional repair was invented, Electro Active Repair, that electroch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::75cff5988aebb33882f56385b30dd29c
http://resolver.tudelft.nl/uuid:256a2b44-ac58-459f-89d9-f68e94a93dd3
http://resolver.tudelft.nl/uuid:256a2b44-ac58-459f-89d9-f68e94a93dd3
Publikováno v:
Lukovic, M.Hordijk, D.A., 2017 fib Symposium-High Tech Concrete: Where Technology and Engineering Meet. 12 June 2017 through 14 June 2017, 2066-2073
Testing for the chloride threshold (also called critical chloride content) for corrosion initiation of steel in concrete has been found difficult and, at best, time consuming. Nevertheless, the chloride threshold is an important parameter in service
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::ee9d165ba8e4b854fdedba9c3d2cff5e
http://resolver.tudelft.nl/uuid:c6769ddd-00d7-4fc4-a533-b16f107ccca2
http://resolver.tudelft.nl/uuid:c6769ddd-00d7-4fc4-a533-b16f107ccca2
Publikováno v:
Land en Water, Juli, 7/8, 56, 10-12
In theorie naderen veel bruggen en viaducten hun einde levensduur, maar de soep wordt niet zo heet gegeten als zij wordt opge-diend. Veel kunstwerken bezitten verborgen krachten. Toch is het nodig alle over-spanningen goed in kaart te brengen en kenn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::9dd1727b5a1acd53e0720214f3377d44
http://resolver.tudelft.nl/uuid:961ac8ed-3da9-4bf8-a7ba-1be34ec87ff6
http://resolver.tudelft.nl/uuid:961ac8ed-3da9-4bf8-a7ba-1be34ec87ff6
Publikováno v:
Lukovic, M.Hordijk, D.A., 2017 fib Symposium-High Tech Concrete: Where Technology and Engineering Meet. 12 June 2017 through 14 June 2017, 2074-2082
Asset managers would benefit from knowing when to expect corrosion initiation in a particular reinforced concrete structure. However, accepted approaches to test existing structures for the remaining time to corrosion initiation are lacking. This pap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::62b949ed7393803b380b60d91c60056f
http://resolver.tudelft.nl/uuid:e9c64731-6c2d-4956-af57-eec5a69a20aa
http://resolver.tudelft.nl/uuid:e9c64731-6c2d-4956-af57-eec5a69a20aa