Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Giovanni Loreto"'
Autor:
Giovanni Loreto, Humberto Reinoso
Publikováno v:
2019 ASEE Annual Conference & Exposition Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7009ccafc51e72b54759147a10eb2c53
https://doi.org/10.18260/1-2--32908
https://doi.org/10.18260/1-2--32908
Publikováno v:
Corrosion Reviews. 37:57-69
This paper presents the results of a series of investigations that were performed on a reinforced concrete bridge structure exposed to marine environment in subtropical weather. Data were obtained by assessing the structural conditions using visual o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::94cb72db0ba71e9800a0511e7e2691f3
https://doi.org/10.1515/corrrev-2018-0046
https://doi.org/10.1515/corrrev-2018-0046
Publikováno v:
Second International Interactive Symposium on UHPC.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba6093372bd7a5341f21c0a9c3f29498
https://doi.org/10.21838/uhpc.9723
https://doi.org/10.21838/uhpc.9723
Autor:
Jin-Yeon Kim, James J. Wall, Giovanni Loreto, Laurence J. Jacobs, Gun Kim, Kimberly E. Kurtis
Publikováno v:
Ultrasonics. 88
This research conducts in situ nonlinear ultrasonic (NLU) measurements for real time monitoring of load-induced damage in concrete. For the in situ measurements on a cylindrical specimen under sustained load, a previously developed second harmonic ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f380317cb589c9931e017655b449b68e
https://pubmed.ncbi.nlm.nih.gov/29597045
https://pubmed.ncbi.nlm.nih.gov/29597045
Publikováno v:
Journal of Composites for Construction. 18
Concrete structures deteriorate for various reasons and upgrading is needed to ensure their continued safe working conditions. Retrofitting reinforced concrete (RC) beams have been accomplished using various techniques, namely, steel plates, external
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f6e7e2efc2a55cf36a56c9148d52172
https://doi.org/10.1061/(asce)cc.1943-5614.0000473
https://doi.org/10.1061/(asce)cc.1943-5614.0000473
Publikováno v:
Journal of Composites for Construction. 18
The repair and retrofit/rehabilitation of existing concrete and masonry structures have traditionally been accomplished with externally bonded fiber-reinforced polymer (FRP) systems, steel plates, reinforced concrete (RC) overlays, and posttensioning
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::989efca590a46ad2b9c5b850e415a846
https://doi.org/10.1061/(asce)cc.1943-5614.0000415
https://doi.org/10.1061/(asce)cc.1943-5614.0000415
In this paper, the in-plane behavior of un-reinforced concrete masonry walls externally strengthened with a fabric-reinforced cementitious matrix (FRCM) system is investigated. The experimental program consists of testing nine un-reinforced concrete
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2945d2b60c52929ccb582739f24b008b
http://hdl.handle.net/11588/586139
http://hdl.handle.net/11588/586139
The main cause of degradation for reinforced concrete (RC) structures is the corrosion of the steel reinforcement. Laboratory tests aimed at studying durability are typically accelerated to provide usable results within a reasonable period of time, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bd394563884f078ad96bc744dba78786
http://hdl.handle.net/11588/586138
http://hdl.handle.net/11588/586138