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: Compression Field Modeling of Fiber-Reinforced Concrete Members Under Shear Loading
Author(s): Fausto Minelli and Frank J. Vecchio
Publication: Structural Journal
Appears on pages(s): 244-252
Keywords: cracking; fiber-reinforced concrete; shear; tension.
Abstract:Several laboratory experiments have demonstrated the effectiveness of steel fibers in substituting the minimum code-required shear reinforcement in beams, particularly in precast high-performance concrete structures. Despite the large number of experimental results available, only a few numerical studies have been published concerning fiber-reinforced concrete structures. The behavior of different kinds of full-scale steel fiber-reinforced concrete elements is analyzed herein using a finite element code based on the modified compression field theory (MCFT) and the disturbed stress field model (DSFM), and suitably adapted for steel fiber reinforcement. The numerical model is validated against the experimental results obtained on full-scale fiber- reinforced concrete (FRC) structural elements and is shown to adequately simulate the strength, stiffness, ductility, crack pattern development, and failure modes of all specimens tested, including those lightly reinforced or with fibers only.
Click here to become an online Journal subscriber