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.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Second Floor, Office # 02.01/07
The Offices 02 Building, One Central
Dubai World Trade Center Complex
Phone: +971.4.516.3208 & 3209
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: Distributed Reinforcement Strains: Measurement and Application
Author(s): Andre Brault and Neil A. Hoult
Publication: Structural Journal
Appears on pages(s): 115-127
Keywords: assessment; cracking behavior; distributed fiber optic sensors; reinforced concrete; reinforcement strains
Abstract:Distributed reinforcement strain measurements could provide invaluable information for reinforced concrete (RC) model development and evaluation. A technique to measure distributed reinforcement strains using fiber optic sensors in RC elements is developed, which is more cost-effective and less time-consuming than existing methods. Nine RC beams were tested in three-point bending to evaluate the measurements, which were found to be accurate when compared to electrical strain gauges and theoretical predictions. This is the first instance where distributed fiber optic sensors have measured reinforcement strains accurately after cracking; however, strains well above yield were not reliably measured. Relating reinforcement strains with corresponding crack width measurements highlighted differences in how cracks initiate from crack to crack in a single specimen. Lastly, the experimental data were used to evaluate the potential for existing models to be used to predict reinforcement strains from external crack width measurements for RC assessment purposes.
Click here to become an online Journal subscriber