In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Chat with Us Online Now
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Detecting Damage in Grouted Tension Elements
Author(s): Sharon L. Wood
Publication: Special Publication
Appears on pages(s): 1-16
Keywords: cable stays, post-tensioned tendons, residual tensile strength, damage detection, natural frequencies, redundancy
Abstract:Prestressing steel is used as the primary tension element in stay cables and external, post-tensioned tendons on long-span bridges throughout the US. The steel is often encased in plastic duct or pipe, which is filled with grout, to provide two layers of corrosion protection. Nondestructive methods have been used successfully to detect severely damaged tension elements on several bridges, but the reliability of these methods to detect the onset of structural damage has not been documented.
The results of laboratory tests are used to demonstrate that the residual tensile strength of a grouted tension element decreases more rapidly with increasing levels of damage than the tensile force under service loads. The grout and duct provide a mechanism for fractured strands to re-anchor along the length. Nondestructive methods that detect damage by approximating changes in the service-level tensile force will underestimate the level of structural damage and overestimate the residual tensile strength of a damaged cable or tendon if this inherent redundancy is not considered. Continuous monitoring with an acoustic system provided a reliable means of tracking damage in near real time for the laboratory specimens, but only damage that occurs while the system is operational can be detected.
Click here to become an online Journal subscriber