Abstract
This paper presents the applicability of CFRP adhesion for the repair of corroded steel members. In this paper, the peeling behavior of CFRP was investigated experimentally in tensile and flexural tests of steel member with CFRP adhered. As a result, the influence of the design parameters such as, “number of CFRP layers”, “bonded length” and “surface treatment” on the peeling strength was clarified. Based on these experimental results, the design method how to determine the required volume and bonding length of CFRP, and how to check the peeling of CFRP from steel and so on are given.
