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: Performance of Polyolefin Fiber ReinforcedConcrete Under Cyclic Loading
Author(s): V. Ramakrishnan and C. Sivakumar
Publication: Special Publication
Appears on pages(s): 161-182
Keywords: endurance limit; fatigue life; fiber reinforced concretes; flexural fatigue; polyolefin fibers
Abstract:In structures, such as bridges, bridge-deck overlays, pavements, offshore structures, parts of high-rise buildings and crane-girders in industrial buildings, which are subjected to cyclic loading and dynamic loading, the flexural fatigue strength and endurance limit of concrete are important design parameters. Most modern buildings codes concentrate on providing sufficient ductility in a structure to prevent its collapse during a major seismic event. Structures may be deformed beyond the elastic limit in order to absorb all of the energy imparted to them. In such cases ductility, the ability of the structure to undergo increasing deformations beyond yield stresses while still sustaining gravity and other loads, is therefore necessary in order to prevent catastrophic collapse. Non-metallic fiber reinforced concrete represents a potential solution. The behavior of non-metallic fiber reinforced concrete under cyclic loading needs to be studied. This paper presents the results of an experimental and analytical investigation to determine the flexural fatigue strength and endurance limit of non-metallic (polyolefin) fiber reinforced concrete. Six different polyolefin RFC mixes with varying compressive strengths were investigated. The FRC beams were subjected to flexural fatigue that polyolefin fiber reinforced concrete reaches an endurance limit at about two million cycles. The fatigue life model (S-N curve) was more accurate when presented on a log-log scale that on a log-normal scale. Statistical and probabilistic concepts are introduced to predict the flexural fatigue model and the fatigue life expectancy of the composite.
Click here to become an online Journal subscriber