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of 19
pro vyhledávání: '"Nilforoush, Rasoul"'
Autor:
Nilforoush, Rasoul
Various anchorage systems including both cast-in-place and post-installed anchors have been developed for fastening both non-structural and structural components to concrete structures. The need for increased flexibility in the design of new structur
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-66333
Autor:
Nilforoush Rasoul
Publikováno v:
Nordic Concrete Research, Vol 60, Iss 1, Pp 105-129 (2019)
Current theoretical models for predicting the concrete cone breakout capacity of tension loaded headed anchors do not consider the influence of member thickness, size of anchor head, and orthogonal surface reinforcement. In the present study, the inf
Externí odkaz:
https://doaj.org/article/da3e7f840b444d7eabae2555c612242a
Publikováno v:
In Engineering Structures 15 September 2017 147:195-206
A method for direct tensile tests on cylindrical concrete cores from existing structures was developed at Luleå University of Technology and the method was tested on concrete from a 55 year old bridge from northern Sweden. The tests showed that the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______142::097687d7198442b874ddf7b703153143
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-92631
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-92631
Autor:
Nilimaa, Jonny, Nilforoush, Rasoul
Publikováno v:
CivilEng; Mar2023, Vol. 4 Issue 1, p333-344, 12p
Autor:
Täljsten, Björn, Paulsson, Björn, Popescu, Cosmin, Bagge, Niklas, Nilforoush, Rasoul, Emborg, Mats, Blanksvärd, Thomas, Sas, Gabriel, Elfgren, Lennart
Prestressed concrete bridges are important parts of our infrastructure. They are susceptible to different kinds of deterioration processes. Examples of damages and deficiencies are cracking, corrosion, voids, bond loss, reduction of cover layer, dela
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fb58d03c6a89db6ea8548c833983f474
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-81135
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-81135
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with five continuous spans and a total length of 121.5 m. The bridge was situated in Kiruna in northern Sweden. Results are given from load, deflection and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::ef740db40543c7f7f65373bb2a2db53f
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-81122
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-81122
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Akademický článek
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