Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Fabio Nardone"'
Publikováno v:
Composites Part B: Engineering. 46:91-101
Innovative composite materials for flexural strengthening of concrete structural members have been recently proposed by construction market. They are able to overcome some issues related to traditional composite material, such as high cost and fire r
Publikováno v:
Composites Part B: Engineering. 43:3208-3218
The available models for predicting the ultimate capacity and stress-strain relationships of confined concrete rely on an assumed FRP ultimate strain value. It is commonly assumed that FRP fails when hoop strain in the jacket reaches its ultimate ten
Publikováno v:
Journal of Composites for Construction. 15:545-556
Reinforced concrete (RC) hollow piers in bridges withstand high moment and shear demands ensured with reduced mass and lower stress on foundations compared with solid piers. Failure of hollow columns is typically affected by premature buckling of rei
Publikováno v:
Journal of Composites for Construction. 15:112-123
The external confinement of RC columns by means of externally bonded fiber-reinforced polymer (FRP) laminates is a well established technique for strengthening and retrofitting purposes. This paper presents a pilot research that includes laboratory t
Publikováno v:
Journal of Structural Engineering. 136:1483-1496
Since the early 20th century combined RC-masonry buildings have become more common in European, Mediterranean, and Southern America countries. Despite the diffusion of this combined building typology, the international guidelines have not followed bu
FRP reinforcement for concrete has been developed to replace steel in several applications, particularly in corrosion-prone RC structures. FRP rebars, generally, have a lower modulus of elasticity compared to steel, which leads to wider cracks and la
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b5039c470b70fdf9844cd78dfbcbff12
http://hdl.handle.net/11588/581965
http://hdl.handle.net/11588/581965
This paper discusses the laboratory testing of wall-like reinforced concrete (RC) columns externally confined with glass fiber reinforced polymer (GFRP) laminates and subjected to pure axial load. Specimens were characterized by an overall length of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::69a0a4fe54e9f76691a7f89bc8620f7d
http://hdl.handle.net/11588/555944
http://hdl.handle.net/11588/555944
A well established technique for strengthening reinforced concrete (RC) members is based on the use of externally bonded (EB) FRP composites. Nevertheless, limited knowledge is available on the mechanical properties of FRP composites at extreme servi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3148f8b48834319f606aef4926d10857
http://hdl.handle.net/11588/404281
http://hdl.handle.net/11588/404281
Publikováno v:
Scopus-Elsevier
The external confinement of reinforced concrete (RC) columns by means of externally bonded fiber reinforced polymer (FRP) laminates is a well established technique for strengthening and retrofitting purposes. This paper presents a pilot research that
An alternative to fiber reinforced polymer (FRP) materials adhesively bonded to the concrete substrate is the implementation of mechanically fastened FRP (MF-FRP) systems using steel anchors to secure the laminate to the substrate. The benefit of MF-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::772fd304228d70ab12e62eee5ee89be8
http://hdl.handle.net/11588/383658
http://hdl.handle.net/11588/383658