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Analysis of steel fibers pull-out. Experimental study
(Elsevier, 2015-12)
A series of experimental pull-out tests consisting of different types of steel fibers with different inclinations extracted from various types of matrix is presented. Based on experimental results, the complete pull-out ...
Thermodynamically consistent elasto-plastic microplane formulation for fiber reinforced concrete
(Elsevier, 2016-03)
In this work a thermodynamically consistent elasto-plastic microplane constitutive theory, aimed at simulating the failure behavior of Steel Fiber Reinforced Concrete (SFRC), is developed. The continuum (smeared crack) ...
Fadiga em dormentes de concreto reforçados com fibras de aço
(2001-07-01)
A prestressed concrete monoblock railroad tie was designed to attend the characteristics of a Brazilian railroad track with 1,600 mm gauge and 320 kN axle load. Concrete ties specimens were manufactured without and with ...
Fadiga em dormentes de concreto reforçados com fibras de aço
(2001-07-01)
A prestressed concrete monoblock railroad tie was designed to attend the characteristics of a Brazilian railroad track with 1,600 mm gauge and 320 kN axle load. Concrete ties specimens were manufactured without and with ...
On the mechanical response of Hybrid Fiber Reinforced Concrete with Recycled and Industrial Steel Fibers
(Elsevier, 2017-08)
This paper summarizes the results of an experimental research on “sustainable” cementitious composites internally reinforced with industrial and recycled steel fibers, the latter being recovered from waste tires and employed ...
Correlation between Flexural–Tensile Performance of Concrete Reinforced with Hooked-End Steel Fibers Using US and European StandardsCorrelación entre el rendimiento de flexión-tracción de Concreto Reforzado con Fibras de Acero de Extremo Gancho Uso de estándares estadounidenses y europeos
(Journal of Materials in Civil Engineering, 2021)
: ACI 318 and the fib Model Code 2010 prescribe recommendations for the design of steel fiber–reinforced concrete (SFRC) using performance measured with a four-point bending test (4PBT) per the ASTM C1609 US standard and ...
Electrochemical Assessment Of Steel Concrete Reinforced System Modified whit Natural Fiber for ITS Anticorrosion Protection
(64th Annual Meeting of the International Society of Electrochemistry- Sep. 2013 Qro. Mex s05-027, 2013-09-13)
The deterioration in the steel-concrete structures is mainly due to chloride contamination, which causes corrosion problems that occasionally leads its partial or total destruction. In this work we propose adding fibers ...