The Mechanical Properties and Sulfate Freeze-Thaw Resistance of Hybrid Steel-Polyethylene Fiber Reinforced Iron Ore Tailings Concretethe Mechanical Properties and Sulfate Freeze-Thaw Resistance of Hybrid Steel-Polyethylene Fiber Reinforced Iron Ore Tailings Concrete

2021 ◽  
Author(s):  
kangning liu ◽  
sheliang Wang ◽  
jin Xu ◽  
xiaoyi Quan ◽  
liangwei Jia ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Iron Ore ◽  
Fiber Reinforced ◽  
Freeze Thaw ◽  
Iron Ore Tailings ◽  
Polyethylene Fiber

scholarly journals Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No-Slump High-Strength Concrete

2019 ◽  
Vol 2019 ◽  
pp. 1-11 ◽  
Author(s):  
Tian-Feng Yuan ◽  
Jin-Young Lee ◽  
Kyung-Hwan Min ◽  
Young-Soo Yoon
Keyword(s):  
Mechanical Properties ◽  
Energy Dissipation ◽  
Flexural Strength ◽  
High Strength Concrete ◽  
High Strength ◽  
Fiber Reinforced ◽  
Flexural Toughness ◽  
Strength Concrete ◽  
Polyethylene Fiber ◽  
Energy Dissipation Capacity

This paper presents experimental investigations on the mechanical properties of no-slump high-strength concrete (NSHSC), such as the compressive and flexural strength. First, to determine the proper NSHSC mixtures, the compressive and flexural strength of three different water-to-binder ratios (w/b) of specimens with and without polyethylene (PE) fiber was tested at test ages. Then, the effect of hybrid combinations of PE fiber and steel fiber (SF) on the compressive strength, flexural strength, flexural toughness, and flexural energy dissipation capacity was experimentally investigated. Furthermore, the various hybrid fiber-reinforced NSHSCs were evaluated, and their synergy was calculated, after deriving the benefits from each of the individual fibers to exhibit a synergetic response. The test results indicate that a w/b of 16.8% with or without fibers had lower strength and flexural strength (toughness) than those of other mixtures (w/b of 16.4% and 17.2%). Specimens with a hybrid of SF and short PE fibers exhibited a higher compressive and flexural strength, flexural toughness, energy dissipation capacity, and fiber synergy in all considered instances.

Recycling of Concentration Tailings of Iron Ore for the Production of Concrete Block (Pavers)

2014 ◽  
Vol 775-776 ◽  
pp. 631-634 ◽  
Author(s):  
Fabiane Leocádia da Silva ◽  
Fernando Gabriel S. Araújo ◽  
Camila G. Castro ◽  
Jefferson J. Mendes ◽  
Fernando L. von Krüger
Keyword(s):  
Mechanical Properties ◽  
Iron Ore ◽  
Concrete Block ◽  
Morphological Properties ◽  
Iron Ore Tailings ◽  
Physical Chemical

This paper studies the technological feasibility of using iron ore tailings as additives in cement pavers for the optimization of the mechanical properties and color modulation.Thus, to study the physical, chemical, optical and morphological properties of the tailings, they were characterized for the composition, mineralogy and granulometry. To optimize the procedure of preparing iron ore tailings as additives in the production of new concrete pavers and to determine their effects on the properties of pavers they, were added in ratios of 0% to 50% in substitution of traditional aggregates. The pavers were characterized for hermeticity and mechanical properties.

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