Generating dynamic crack growth resistance curves for fiber-reinforced concrete

2005 ◽  
Vol 45 (2) ◽  
pp. 112-122 ◽  
Author(s):  
V. Bindiganavile ◽  
N. Banthia
Keyword(s):  
Reinforced Concrete ◽  
Crack Growth ◽  
Crack Growth Resistance ◽  
Fiber Reinforced Concrete ◽  
Dynamic Crack ◽  
Fiber Reinforced ◽  
Dynamic Crack Growth ◽  
Resistance Curves

scholarly journals A Review of Fiber Synergy in Hybrid Fiber Reinforced Concrete

2018 ◽  
Vol 8 (2) ◽  
pp. 41-50 ◽  
Author(s):  
Niraj Kumar Singh ◽  
Baboo Rai
Keyword(s):  
Mechanical Properties ◽  
Reinforced Concrete ◽  
Bridge Decks ◽  
Crack Development ◽  
Fiber Reinforced Concrete ◽  
Dynamic Loads ◽  
Dynamic Crack ◽  
Fibre Reinforced Concrete ◽  
Fiber Reinforced ◽  
Hybrid Fiber

Abstract Fibre reinforced concrete (FRC) presently utilized as a part of special structures subjected to dynamic loads for example airport pavements, expressways overlays, bridge decks and machine foundations. In most cases, FRC contains just a single kind of fibre. The utilization of at least two kinds of fibres in an appropriate mix can possibly improve the mechanical properties of concrete and result in performance synergy. The audit demonstrates that the blend of fibre allows a more powerful control of the dynamic crack development. This review analyses the components for synergistic impacts that gives direction on the fiber and matrix choice.

Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete

2020 ◽  
Vol 14 (2) ◽  
pp. 6734-6742
Author(s):  
A. Syamsir ◽  
S. M. Mubin ◽  
N. M. Nor ◽  
V. Anggraini ◽  
S. Nagappan ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Tensile Strength ◽  
Compressive Strength ◽  
Reinforced Concrete ◽  
Impact Resistance ◽  
Fiber Reinforced Concrete ◽  
Steel Fibers ◽  
Fiber Reinforced ◽  
Indirect Tensile ◽  
The Impact

This study investigated the combine effect of 0.2 % drink cans and steel fibers with volume fractions of 0%, 0.5%, 1%, 1.5%, 2%, 2.5% and 3% to the mechanical properties and impact resistance of concrete. Hooked-end steel fiber with 30 mm and 0.75 mm length and diameter, respectively was selected for this study.  The drinks cans fiber were twisted manually in order to increase friction between fiber and concrete. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the strength performance of concrete, especially the compressive strength, flexural strength and indirect tensile strength. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the compressive strength, flexural strength and indirect tensile strength by 2.3, 7, and 2 times as compare to batch 1, respectively. Moreover, the impact resistance of fiber reinforced concrete has increase by 7 times as compared to non-fiber concretes. Moreover, the impact resistance of fiber reinforced concrete consistently gave better results as compared to non-fiber concretes. The fiber reinforced concrete turned more ductile as the dosage of fibers was increased and ductility started to decrease slightly after optimum fiber dosage was reached. It was found that concrete with combination of 2% steel and 0.2% drink cans fibers showed the highest compressive, split tensile, flexural as well as impact strength.    

Fiber-reinforced concrete in precast concrete applications: Research leads to innovative products

PCI Journal ◽  
2012 ◽  
Vol 57 (3) ◽  
pp. 33-46 ◽  
Author(s):  
Nemkumar Banthia ◽  
Vivek Bindiganavile ◽  
John Jones ◽  
Jeff Novak
Keyword(s):  
Reinforced Concrete ◽  
Precast Concrete ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Innovative Products

Recycling of Disposal Syringe Needles to Produce Fiber Reinforced Concrete

2018 ◽  
Vol 9 (4) ◽  
pp. 148 ◽  
Author(s):  
Ahmed Mohammed Ahmed ◽  
Muitiz Ibrahim Ali ◽  
Abbas Hadi Abbas
Keyword(s):  
Reinforced Concrete ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced
Sign in / Sign up

Export Citation Format

Share Document