Results 51 to 60 of about 44,101 (202)
Effects of existing cracks on FRP-to-concrete interfacial behavior
The concrete structures which need to be strengthened by externally bonded (EB) FRP normally have existing cracks. In order to study the effects of the existing cracks on the bond slip relationship, an experimental program of single shear pull-out tests ...
Jiang, Cheng (R20575) +2 more
core
The present research work has endeavored to investigate the structural behavior of fiber reinforced polymer (FRP) reinforced concrete columns confined with FRP-tubes under axial concentric and eccentric loadings.
Raza, Ali +3 more
core +1 more source
Experimental analysis of dynamic effects of FRP reinforced masonry vaults [PDF]
An increasing interest in the preservation of historic structures has produced a need for new methods for reinforcing curved masonry structures, such as arches and vaults.
Kathryn Coventry +7 more
core +1 more source
Shear performance of existing reinforced concrete T-beams strengthened with FRP
This paper presents the experimental behaviour of two reinforced concrete (RC) beams strengthened in shear with C-FRP. The beams are extracted from an important building of the '30s in Rome.
Sguerri, Lorena +4 more
core
Applying similar amount of fibre reinforced polymer (FRP) for all plastic hinge locations in a structure is not an ideal approach as damage occurring at these critical locations may vary considerably.
Vui Van Cao, Son Quang Pham
doaj +1 more source
Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets
This paper presents a finite element analysis on two reinforced concrete beams, extracted from an important building of the '30s in Rome, strengthened in shear with C-FRP and subjected to the simultaneous occurrence of a negative bending moment and shear
Sguerri, Lorena +4 more
core
FRP-to-concrete joint assemblies anchored with multiple FRP anchors: experimental investigation [PDF]
Higher strains can be developed in fibre-reinforced polymer (FRP) composites which are bonded to the surfaces of concrete members if the FRP is anchored.
Zhang, H W +5 more
core +1 more source
Rehabilitation of RC buildings in seismically active regions using traditional and innovative materials [PDF]
The field of research in the frames of this paper will be Application of Traditional and Innovative Materials for Repair and Strengthening of RC Buildings in Seismically Active Regions.
Nechevska-Cvetanovska Golubka +1 more
doaj
Influence of FRP anchors on FRP-to-concrete bonder interfaces
Existing reinforced concrete (RC) structural members such as beams, columns and joints can be strengthened and repaired with externally bonded high-strength and light-weight fibre-reinforced polymer (FRP) composites. The effectiveness of such strengthening can, however, be limited by premature debonding of the FRP at strains well below the strain ...
openaire +2 more sources
Strengthening Metallic Structures using Externally-Bonded FRP: An Overview of UK Practice [PDF]
Strengthening metallic structures using externally-bonded fibre-reinforced polymers (FRPs) is a young and rapidly developing technique. It allows extension of the lives of structures that are deficient due to corrosion, fatigue, damage, or where a change
Stratford, Tim; id_orcid
core

