An Innovative Smart Concrete Anchorage with Self-Stress Sensing Capacity of Prestressing Stress of PS Tendon

Abstract

An innovative smart concrete anchorage (SCA) has been developed for monitoring the stress of prestressing (PS) tendons by utilizing smart ultra-high-performance concrete (UHPC). The smart UHPC contained 2 vol% steel fibers and fine steel slag aggregates instead of silica sands. The effects of different electrode materials, arrangements, and connectors on the self-stress sensing capacity of the SCA are discussed. A prototype SCA demonstrated its feasibility and sufficient self-stress sensing capacity to be used in monitoring the prestressing loss of the PS tendon. As the tensile stress of the PS tendon increased from 0 to 1488 MPa, the fractional change in resistivity (FCR) of the prototype SCA, with horizontally paired copper wire electrodes and a plug-in type connector, decreased linearly from 0% to −1.53%, whereas the FCR increased linearly from −1.53% to −0.04% as the tensile stress of the PS tendon decreased from 1488 to 331 MPa.

Roadmap on measurement technologies for next generation structural health monitoring systems

“…Research efforts made in the last decades have been aimed at (1) increasing the technology readiness level and (2) extending the smart self-sensing concept to different types of construction materials [157,158]. Notable contributions concerned the development of smart bricks [159,160] for masonry structures (reaching a gauge factor of about 500 with the ability to sense changes in strain in the order of less than 10 microstrains), smart pavements for weigh-in-motion in bridges [161] and smart anchors for prestressed concretes using ultra high performance concrete (UHPC) [162] (capable of revealing a prestress loss of a few tens of MPa within a prestressing tendon), just to mention some of the most innovative developments.…”