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Proper installation and regular inspection of a composite (FRP or SRP) strengthening system is important since quality of the bond is essential to internally transfer forces.
However, the full capacity of FRP strengthening system is sometimes undermined by the premature failure of the bond between FRP and the substrate.
The strengthening system is acceptable even in relatively narrow workspaces, and also applicable for joints between existing and additional concrete members.
In NSM-CFRP installations, the mechanical behaviour of the strengthening system is strongly influenced by the epoxy adhesive, particularly at early ages.
In this paper, a post-tension near-surface mounted (NSM) strengthening system is proposed to strengthening concrete structures with a relatively low amount of labor, without altering their appearance or dimensions.
In this paper, a post-tension near-surface mounted (NSM) strengthening system is proposed to strengthen concrete structures with a relatively low amount of labor and without altering the appearance or dimensions of the structures.
Similar(49)
A technique for tensioning and application of pre-tensioned CFRP laminates strengthening system were developed.
The test results demonstrated that the post-tension NSM strengthening system was an effective method of increasing the flexural capacity.
A quickset repair mortar and unidirectional CFRP strengthening system were used in this study.
The repair mortar was used to replace the removed damaged concrete, while the CFRP strengthening system was used to compensate for the loss in strength due to material degradation during the previous column tests.
In this paper a simple approach for the study of the bond behavior of Fabric Reinforced Cementitious Matrix (FRCM) strengthening systems is presented.
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