Compression after impact (CAI) strength of concrete cylinders reinforced by non-adhesive filament wound composites

2000 ◽  
Vol 21 (2) ◽  
pp. 268-280 ◽  
Author(s):  
Nyan-Hwa Tai ◽  
Hsien-Kuang Liu ◽  
Zhi-Cheng Chen
Keyword(s):  
Filament Wound ◽  
Compression After Impact ◽  
Concrete Cylinders

Compression strength of pre-damaged concrete cylinders reinforced by non-adhesive filament wound composites

2004 ◽  
Vol 35 (2) ◽  
pp. 281-292 ◽  
Author(s):  
Hsien-Kuang Liu ◽  
Wei-Chong Liao ◽  
Liang Tseng ◽  
Wen-Hung Lee ◽  
Y Sawada
Keyword(s):  
Compression Strength ◽  
Filament Wound ◽  
Concrete Cylinders

Explaining Spring-In in Filament Wound Carbon Fiber/Epoxy Composites

2000 ◽  
Vol 34 (13) ◽  
pp. 1216-1239
Author(s):  
JEFF M. GANLEY ◽  
ARUP K. MAJI ◽  
STEVEN HUYBRECHTS
Keyword(s):  
Carbon Fiber ◽  
Epoxy Composites ◽  
Filament Wound ◽  
Carbon Fiber Epoxy

Unfolding the effects of tuft density on compression after impact properties in unidirectional carbon/epoxy composite laminates

2021 ◽  
Vol 258 ◽  
pp. 113378
Author(s):  
Kundan K. Verma ◽  
C.H. Viswarupachari ◽  
Kotresh M. Gaddikeri ◽  
S. Ramesh ◽  
S. Kumar ◽  
...  
Keyword(s):  
Composite Laminates ◽  
Epoxy Composite ◽  
Impact Properties ◽  
Compression After Impact

scholarly journals Effect of length of steel fibers of waste tires on splitting tensile strength of concrete

2019 ◽  
Vol 276 ◽  
pp. 01003 ◽  
Author(s):  
Aneel Kumar Hindu ◽  
Tauha Hussain Ali ◽  
Agha Faisal Habib
Keyword(s):  
Tensile Strength ◽  
Splitting Tensile Strength ◽  
Steel Fibers ◽  
Waste Tires ◽  
Concrete Cylinders ◽  
Proper Disposal

The increase in volume of vehicles ultimately increases the number of waste tires. The proper disposal or reutilization of waste tires is a challenge. This study is aimed to utilize the steel fibers of waste tires as reinforcement in concrete. Concrete cylinders were cast with addition of different percentages of steel fibers (0-2%) and length (10-20 mm). The fresh and hard properties of concrete reinforced with different percentages of steel fibers and lengths were observed. It is seen that splitting tensile strength of concrete increased with increase in the length of fiber and with the increase in the percentage of fiber. The inclusion of the fibers in concrete causes the reduction in the workability of concrete.

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