Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Manouchehr Hassanzadeh"'
Publikováno v:
Construction and Building Materials. 149:849-860
Surface deterioration of concrete occurs at the waterline of many hydraulic structures in contact with soft water in cold regions. Progressive disintegration of the surface leads to exposure of the coarse aggregate and ultimately of the reinforcing s
Autor:
Manouchehr Hassanzadeh, Magnus Åhs
Publikováno v:
TVBM; (7221) (2017)
Lund University
Lund University
En betongkonstruktion som skadas av alkalikiselreaktioner spricker, förlorar sin hållfasthet, och blir utsatt för andra typer av nedbrytningsprocesser som frostangrepp och urlakning. Syftet med denna sammanställning är att vägleda och sprida ku
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::debc9da7ed93aabf551f04ead7f294cf
https://lup.lub.lu.se/record/488aa396-0402-4dd5-b00d-af352b983e25
https://lup.lub.lu.se/record/488aa396-0402-4dd5-b00d-af352b983e25
Publikováno v:
Cement and Concrete Research. 88:114-125
Spalling of concrete has been observed in water retaining concrete structures exposed to long periods of freezing weather. A hypothesis is that poor quality concrete, inadequate compaction or aging make hardened concrete susceptible to macroscopic ic
Publikováno v:
Cement and Concrete Composites. 65:128-138
A measurement setup for in situ sampling of internal relative humidity and temperature in concrete structures was developed. The setup was used to evaluate the moisture conditions and to determine whether drying of the concrete components within a nu
Publikováno v:
(26) (2018)
Lund University
Lund University
The concrete structure of a reactor containment is pre-stressed with tendonsplaced in ducts. In some reactor containments, these ducts are injected withcement grout after pre-stressing. The cement grout protects the tendonsagainst corrosion and has t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::9af03d7dd6da7a74b216b0062bbb4b56
https://lup.lub.lu.se/record/45ea8084-146b-48e7-9a14-f8b2d0d6cf6f
https://lup.lub.lu.se/record/45ea8084-146b-48e7-9a14-f8b2d0d6cf6f
Publikováno v:
Cement and Concrete Research
Cement and Concrete Research, Elsevier, 2017, 92, pp.110--120. ⟨10.1016/j.cemconres.2016.11.012⟩
Cement and Concrete Research, 2017, 92, pp.110--120. ⟨10.1016/j.cemconres.2016.11.012⟩
Cement and Concrete Research, Elsevier, 2017, 92, pp.110--120. ⟨10.1016/j.cemconres.2016.11.012⟩
Cement and Concrete Research, 2017, 92, pp.110--120. ⟨10.1016/j.cemconres.2016.11.012⟩
This article presents a study on concrete alteration mechanisms due to 55 years of exposure to river water. Many hydro power structures in cold regions suffer from concrete deterioration at the waterline. Progressive disintegration of the concrete su
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b11b6add3d75526d6ca7cd0caceda2b8
https://hal.insa-toulouse.fr/hal-01847544
https://hal.insa-toulouse.fr/hal-01847544
Publikováno v:
Materials and Structures. 48:2403-2415
Superficial damage, similar in appearance to salt scaling of concrete, has been observed at the waterline of hydraulic structures, such as hydro power structures, bridge columns, canals and harbours. Progressive damage to the concrete surface results
Publikováno v:
EPJ Web of Conferences, Vol 56, p 03002 (2013)
The climatic conditions inside nuclear reactor containments are continuously monitored by the plant owners in order to e.g. maintain a suitable climate for the mechanical and electrical equipment. Due to the high temperatures, during operation, the c
Publikováno v:
Concrete Repair, Rehabilitation and Retrofitting III ISBN: 9780429217173
The arch dam at Selsforsen and the buttress dam at Storfinnforsen are two concrete dams of which both have suffered from severe surface spalling on the upstream face, far below the full water supply level. A hypothesis is that macroscopic ice lens gr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a1f7a3324e0c9be3d6864b91ce490746
http://lup.lub.lu.se/record/3112628/file/3112664.pdf
http://lup.lub.lu.se/record/3112628/file/3112664.pdf
Publikováno v:
III European Conference on Computational Mechanics ISBN: 9781402049941
The most severe types of destruction mechanisms are those causing internal cracking and thereby loss of cohesion of the concrete, i.e. internal expansive attacks. The internal frost damage belongs to this category of destructive mechanisms. The frost
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f7d6c948aab7d59b0bc2512eb09a617
https://doi.org/10.1007/1-4020-5370-3_366
https://doi.org/10.1007/1-4020-5370-3_366