Zobrazeno 1 - 10
of 331
pro vyhledávání: '"Carloni C"'
Publikováno v:
In Advances in Space Research 15 June 2024 73(12):6066-6078
Autor:
Carloni, C. M., Fedotovich, G. V., Masjuan, P., Passera, M., Hoferichter, M., Lukin, P. A., Kołodziej, K., Tracz, S., Czyż, H., Shekhovtsova, O., Venanzoni, G.
The mini-proceedings of the 16th Meeting of the "Working Group on Radiative Corrections and MonteCarlo Generators for Low Energies" held in Frascati, 18th - 19th November, are presented. These meetings, started in 2006, have as aim to bring together
Externí odkaz:
http://arxiv.org/abs/1412.7714
Publikováno v:
In Composite Structures 1 November 2017 179:195-207
Publikováno v:
In Materials & Design 15 August 2017 128:206-217
Fiber-reinforced cementitious matrix (FRCM) composites offer effective reinforcement for masonry structures. The aim of the present investigation was to evaluate the bond behavior between a carbon fiber FRCM and a masonry substrate. A total of 17 sin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3fcbaa0fd84792526da6c4a07f509e15
This study focuses on the effect of the bar diameter of glass fiber-reinforced polymer (GFRP) bars on their bond with concrete using pull-out tests. The investigation involves three nominal bar diameters: 6 mm, 12 mm, and 20 mm and several bonded len
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4c8ae6837250ec4ecc5bf6bfbb71853
Reinforced concrete structures are frequently subjected to fatigue loadings. At the interface between FRP and concrete, cyclic loading may induce the formation and coalescence of micro-cracks that result in the interface debonding. The stress transfe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::138ad164428d44685529d388280cb0eb
Glass fiber-reinforced polymer (GFRP) have been employed as internal reinforcement of bridge decks in cold regions, where deicing salts rapidly degrade steel reinforcing bars. Bridge decks should be designed with respect to fatigue loading, which req
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0d60cf3b9985b00490c60b67012319fa
Concrete pull-out tests on glass fiber-reinforced polymer bar with a nominal diameter of 12 mm embedded in concrete were performed. The bonded length ranged from 5 to 20 times the nominal bar diameter. Specimens were tested with two free end conditio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a76a6002813af3ba50cc9199a48be557
Glass fiber-reinforced polymer (GFRP) bars are currently used to reinforce concrete members when durability is the main concern. Indeed, when exposed to aggressive conditions, traditional steel bars rapidly corrode affecting the performance of the re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::164f9c658d1489cbf71e683d7266fe66