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: Mathematical Model for Fiber Reinforced Polymer Dowels Subjected to Tensile and Shear Forces
Author(s): S. Y. Park and A. E. Naaman
Publication: Special Publication
Appears on pages(s): 55-64
Keywords: cable effect; displacement level; dowel; failure model; fiber reinforced polymer; shear force; tension
Abstract:A mathematical failure analysis model was developed to predict the behavior and failure of FRP dowels subjected to tensile and shear forces. The model consists of two sub-models. To model dowel action, the beam on elastic foundation (BEF) model was adopted and modified by introducing two indices, namely a displacement level index to accommodate the concrete subgrade stiffness, and a tension index to accommodate the cable effect. The Tsai-Hill failure criterion, in which a failure factor was introduced, was used as the failure criterion for the dowels subjected to tensile and shear forces. The failure analysis model was used to predict the ultimate dowel shear force and corresponding displacement. Analytical predictions were compared with the test results of the CFRP dowel specimens and a good agreement was observed.
Click here to become an online Journal subscriber