Results 31 to 40 of about 42,657 (162)
In this paper, three different kinds of steel fibers, being micro (M), end-hooked (H), and corrugated (C), commonly used in engineering applications, are added to high-strength lightweight aggregate concrete (HLAC) to study the effects of steel fiber and
Yanxia Ye +4 more
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EFFECT OF STEEL FIBERS ADDITION ON THE BEHAVIOR OF HIGH STRENGTH CONCRETE CIRCULAR SHORT COLUMNS
loaded reinforced concrete circular short columns. An experimental investigation into the behavior of 24 short reinforced concrete columns with and without steel fibers was carried out. The columns had a circular section (200 mm diameter and 900 mm long)
Yasir M. W. Al-Shamma +2 more
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Comparison of material properties of steel fiber reinforced concrete with two types of steel fiber
Abstract The work is focused on the area of mechanical properties of two types of Steel Fibers for reinforced concrete. In both cases, the same concrete mixture is used. The Steel Fibers used differ in shape. The first one is short and straight fiber and the second one is 3D steel fiber.
Z Marcalíková +4 more
openaire +1 more source
Effect of steel family fibers on friction and stiction behavior of brake pads [PDF]
The study analyzes the effects of family of steel fibers on the thermo-mechanical, tribological and corrosive properties of Phenolic resin-based friction material. Tribological studies were performed on chase testing machine following SAE J661 standards.
Satikbaša K. +3 more
doaj
Structural Behavior of Self-Compacting Concrete Reinforced T-Beams
The study is concerned with the structural behavior of (12) reinforced T-shaped cross-section beams made of self-compacting concrete under flexural with two types of fibers (polypropylene and steel fibers).
Mohammed M. Salman +2 more
doaj
Compressive Behavior of Fiber-Reinforced Concrete with End-Hooked Steel Fibers [PDF]
In this paper, the compressive behavior of fiber-reinforced concrete with end-hooked steel fibers has been investigated through a uniaxial compression test in which the variables were concrete compressive strength, fiber volumetric ratio, and fiber aspect ratio (length to diameter).
Lee, Seong-Cheol +2 more
openaire +2 more sources
Abstract This work presents a novel numerical model based on the use of coupling finite elements to simulate the behavior of steel fiber reinforced concrete (SFRC) with a discrete and explicit representation of steel fibers. The material is described as a composite made up by three phases: concrete, discrete discontinuous fibers and fiber-matrix ...
Luís A. G. Bitencourt +3 more
openaire +3 more sources
Ultra High Performance Concrete (UHPC) is a new concrete material with excellent performance. Many practices have shown that UHPC tends to have excessive compressive properties but insufficient tensile properties. The electromagnetic alignment technology
Xiangwen Shang +6 more
doaj +1 more source
This study aims to evaluate the feasibility of replacing the minimum shear reinforcement in high-strength self-compacting lightweight concrete (HSLC) beams with hooked-end steel fibers at a volume fraction of 0.75 vol.% and to quantitatively assess the ...
Tian-Feng Yuan +5 more
doaj +1 more source
Tensile & Flexural Behaviour of Self-Compacting Concrete Using Hybridization of Steel fibers and Stainless Steel Scrap [PDF]
Self-compacting concrete is used as critical reinforced areas such as Beam-Column joints, Bridge decks, Post/ Pre-stressed concrete structures, and some industries because of their self-consolidation and proceeds more advantages like labor reduction ...
Lakman Prabu P.S. +5 more
doaj +1 more source

