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: Large Girders Subjected to Alkali-Silica Reaction
Author(s): S. Multon, J.-F. Seignol, and F. Toutlemonde
Publication: Special Publication
Appears on pages(s): 299-318
Keywords: alkali-silica reaction; large-scale experiments; reinforced concrete; residual expansion; structural analysis; water content
Abstract:An experimental study is being carried out at the Laboratoire Central des Ponts et Chaussees (LCPC), with Electricite de France (EDF) as a partner, to validate a methodology of mechanical reassessment of real structures damaged by Alkali-Silica Reaction (ASR) based on residual expansion tests on cores, and thus to answer to the needs of owners of civil engineering structures (bridges, dams, pavements). One major purpose of this study on structures is to point out the water driving effect on the swellings. The structures (3 m-long girders) were submitted to a unidirectional moisture gradient (bottom in water and upper face exposed to a 30% Relative Humidity environment), which causes a deformation gradient. Many tests on companion cylinders and prisms were carried out to determine the material expansion and mechanical characteristics. The paper focuses on numerous measurements obtained during the first year of drying: variation of water content, followed by precise weighing and gammadensitometry, relative humidity measurements; local and global deformations and deflection of the beams. Thus, the water effects on the behavior of structures damaged by ASR is documented and emphasized; and the methodology of computing structural deformations due to ASR using strains measured on prisms and cylinders can be validated.
Click here to become an online Journal subscriber