Effect of Varying Steel Fiber Content on Strength and Permeability Characteristics of High Strength Concrete with Micro Silica

• Published in: Materials Vol. 13; no. 24; p. 5739
• Main Authors: Ali, Babar, Kurda, Rawaz, Herki, Bengin, Alyousef, Rayed, Mustafa, Rasheed, Mohammed, Ahmed, Raza, Ali, Ahmed, Hawreen, Fayyaz Ul-Haq, Muhammad
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 16.12.2020; MDPI
• Subjects: Admixtures; Aggregates; Binders (materials); Carbon fibers; Cement; Chloride ions; Compressive strength; Concrete mixing; durability; Failure; Fiber reinforcement; fiber-reinforced concrete; High strength concretes; mechanical properties; micro-silica/silica fume; Modulus of elasticity; Permeability; Permeability tests; Properties (attributes); Reinforced concrete; Reinforcing steels; Shear strength; Silica fume; Silicon dioxide; Steel fibers; Tensile strength; Water absorption; Pakistan; micro-silica/silica fume; tensile strength; steel fiber; durability; permeability; fiber-reinforced concrete; mechanical properties
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma13245739

For the efficient and durable design of concrete, the role of fiber-reinforcements with mineral admixtures needs to be properly investigated considering various factors such as contents of fibers and potential supplementary cementitious material. Interactive effects of fibers and mineral admixtures are also needed to be appropriately studied. In this paper, properties of concrete were investigated with individual and combined incorporation of steel fiber (SF) and micro-silica (MS). SF was used at six different levels i.e., low fiber volume (0.05% and 0.1%), medium fiber volume (0.25% and 0.5%) and high fiber volume (1% and 2%). Each volume fraction of SF was investigated with 0%, 5% and 10% MS as by volume of binder. All concrete mixtures were assessed based on the results of important mechanical and permeability tests. The results revealed that varying fiber dosage showed mixed effects on the compressive (compressive strength and elastic modulus) and permeability (water absorption and chloride ion penetration) properties of concrete. Generally, low to medium volume fractions of fibers were useful in advancing the compressive strength and elastic modulus of concrete, whereas high fiber fractions showed detrimental effects on compressive strength and permeability resistance. The addition of MS with SF is not only beneficial to boost the strength properties, but it also improves the interaction between fibers and binder matrix. MS minimizes the negative effects of high fiber doses on the properties of concrete.