International Concrete Abstracts Portal

Fiber Reinforced Concrete (FRC) is a composite material that possesses many mechanical, physical, and chemical properties that are distinct from unreinforced concrete. Recent advances in testing techniques, instrumentation, and interpretation of test results for FRC are the subject of the papers included in this symposium volume. These papers were presented at two technical sessions on the Testing of Fiber Reinforced Concrete, held during the 1995 ACI Spring Convention in Salt Lake City, Utah. These sessions and this special volume were co-sponsored by Committees 544, Fiber Reinforced Concrete; and 444, Experimental Analysis of Concrete Structures. Note: The individual papers are also available as .pdf downloads.. Please click on the following link to view the papers available, or call 248.848.3800 to order. SP155

The usefulness of fiber reinforcement in improving the cracking resistance of cement-based materials under restrained shrinkage conditions is indisputable. In fact, in many instances, this may be the sole reason of adding fibers to concrete. In spite of this general recognition, there is no universally accepted technique of demonstrating or quantifying the effectiveness of fibers under the conditions of restrained shrinkage. This paper describes a newly developed technique in which prismatic specimens with a linear restraint along the longitudinal axis are subjected to a drying environment such that conditions of uniaxial tension are generated. The specimen cracks under these conditions; if fiber reinforcement is present, the influence of fibers on the cracking pattern can be established. Results with seven types of fibers are presented. Based on the observations of the crack patterns, a "fiber efficiency factor" is proposed which appears to be an appropriate basis for characterizing the fibers.

The prime consideration in minimizing concrete cracks in the field is to maximize the early (six hour) tensile strength development in order to resist the volume reduction due to rapid water loss. This paper describes a test method, which simulates field conditions, for measuring direct tensilestrength soon after initial set at six hours. The prototype direct tensile test described presents an effort to quantify results as a measure of crack resistance. In this investigation, three different types of concrete mortar fractions were evaluated: 1) plain, 2) polypropylene fibers mixed in the batch, and 3) the same fiber bur roughened by intergrinding with cement for better mechanical bond. Results of tensile testing indicate that the process of intergrinding fibers with cement improves the tensile strength of similar mortar reinforced with smooth fibers by 63 percent. Comparing the ground fiber results to a plain (no fiber) mortar mixture shows almost three times higher direct tensile strength. Based on this exploratory work on early tensile strength testing, it appears to be a viable method to arrive at quantifiable values, which will lead to a better understanding of the concrete cracking phenomenon and its control.

Describes the construction of two simple impact machines, one small with a capacity of 100 Joules and the other large with a capacity of 1000 Joules, designed to conduct impact tests on fiber reinforced mortars and concretes in the uniaxial tensile mode. During a test, the applied load, accelerations, and velocities are measured such that with a proper analysis scheme, the raw data can be analyzed to obtain fundamental material properties under impact loading. Carbon, steel, and polypropylene micro-fiber reinforced mortars and steel fiber reinforced concrete were tested; it was demonstrated that the proposed technique is a simple and rational method of obtaining meaningful material properties. In general, fiber reinforced composites were found to be more impact resistant than their unreinforced counterparts, with the improvements found to be proportional to the fiber volume fraction. In addition, both the unreinforced matrix as well as fiber reinforced composites were found to be stress-rate sensitive, but the extent of sensitivity observed was smaller than usually reported in the literature for cement-based materials under uniaxial tensile loading.

With the objective of understanding the reinforcing mechanisms of fibers in steel fiber reinforced concrete, the adherence between the fiber and the matrix was studied by conducting pullout tests of fibers from a cementitious matrix. In this paper, the effect of factors such as loading rate, inclination of fibers, and number of fibers have been investigated. An innovative measurement system was developed for high rates. It was experimentally obtained that by increasing the rate of loading, both pullout resistance and slip at peak were increased. Peak pullout force presents a higher rate sensitivity for a higher number of fibers. The lower the number of fibers, the higher the slip at peak rate sensitivity. Regardless of the number of fibers, a higher rate sensitivity for inclined fibers was observed.