Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Iolanda Del Prete"'
Publikováno v:
Journal of Structural Fire Engineering. 7:262-282
Purpose This paper aims to deal with the evaluation of the bending moment resistance of partially encased composite beams, heated from below by the standard-time temperature curve (ISO 834). Design/methodology/approach EN 1994-1-2 provides two calcul
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5214fc9da75693ecd3025a5c1062fb2d
https://doi.org/10.1108/jsfe-09-2016-019
https://doi.org/10.1108/jsfe-09-2016-019
Publikováno v:
Del Prete, I, Bilotta, A, Bisby, L & Nigro, E 2018, ' Ambient temperature performance of cementitious matrices for fire-safe NSM FRP strengthening of concrete structures ', Construction and Building Materials, vol. 193, CONBUILDMAT-D-17-04735, pp. 42-54 . https://doi.org/10.1016/j.conbuildmat.2018.10.174
The near surface mounted (NSM) fiber reinforced polymer (FRP) strengthening technique is a demonstrated, attractive and efficient alternative to externally bonded reinforcement (EBR) strengthening systems. NSM strengthening can be used to enhance the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4306291cc78f33062ecbeefbb3e16955
https://www.pure.ed.ac.uk/ws/files/76265744/bond_tests_NSM_FRP_strengthening_rev1_def.pdf
https://www.pure.ed.ac.uk/ws/files/76265744/bond_tests_NSM_FRP_strengthening_rev1_def.pdf
Publikováno v:
Composites Part B: Engineering. 68:27-37
Fiber reinforced polymer (FRP) can be successfully used to externally strengthen reinforced concrete (RC) bridges where fire is not a primary concern. Nevertheless, common maintenance activity on a bridge deck, such as the laying of bituminous paving
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b2629e3189fc5bc2aaf3d6a0003f451e
https://doi.org/10.1016/j.compositesb.2014.08.011
https://doi.org/10.1016/j.compositesb.2014.08.011
Publikováno v:
Applications of Structural Fire Engineering.
Near surface mounted FRP strengthening is potentially less prone to damage due tofire exposure than externally bonded FRP reinforcement (EBR), provided that: (a) an FRP strengthening material with high glass transition and decomposition temperatures
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::14da9ac68c9035fd77b59da4f4af911e
https://doi.org/10.14311/asfe.2015.052
https://doi.org/10.14311/asfe.2015.052
Publikováno v:
Del Prete, I, Bilotta, A, Bisby, L & Nigro, E 2020, ' Elevated temperature response of RC beams strengthened with NSM FRP bars bonded with cementitious grout ', Composite Structures . https://doi.org/10.1016/j.compstruct.2020.113182
This paper presents the results of 12 tests on small-scale reinforced concrete beams strengthened in flexure with a single NSM carbon FRP bar. The used FRP bar is a novel commercial bar with high values of glass transition Tg and decomposition Td tem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4d5d2a95ccbf8f571f221b920f635f5b
http://hdl.handle.net/11588/658643
http://hdl.handle.net/11588/658643
This paper deals with a crucial aspect of the application of Fire Safety Engineering (FSE), which is the definition of fire scenarios and the choice of the design ones for structures. FSE requires, moreover, the choice of performance levels, fire mod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aefbbab395522ad7fab7cf98ef67fbf3
http://hdl.handle.net/11588/669333
http://hdl.handle.net/11588/669333
The paper describes the behaviour ofa real steel structure collapsed under a fire event. 3D structural analyses were performed with SAFIR program (J-M Franssen, 2005). Different modellingare implemented with some fire load models and analyses of theb
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b5d7828ac2c27233795f3f6daec66502
http://hdl.handle.net/11588/674426
http://hdl.handle.net/11588/674426