Mechanical and acoustical properties of Eichhornia crassipes (water hyacinth) fiber‐reinforced styrene butadiene rubber

2021 ◽  
Author(s):  
Abd El‐Aziz El‐Wakil ◽  
Mohammed Abd‐Elbasseer ◽  
Tarek M.El‐Basheer
Keyword(s):  
Water Hyacinth ◽  
Eichhornia Crassipes ◽  
Styrene Butadiene Rubber ◽  
Butadiene Rubber ◽  
Fiber Reinforced ◽  
Acoustical Properties ◽  
Styrene Butadiene ◽  
Water Hyacinth Fiber

Short sisal fiber reinforced styrene-butadiene rubber composites

1995 ◽  
Vol 58 (3) ◽  
pp. 597-612 ◽  
Author(s):  
R. Prasantha Kumar ◽  
M. L. Geethakumari Amma ◽  
Sabu Thomas
Keyword(s):  
Sisal Fiber ◽  
Styrene Butadiene Rubber ◽  
Butadiene Rubber ◽  
Fiber Reinforced ◽  
Rubber Composites ◽  
Styrene Butadiene

scholarly journals Enhancing the Compressive Strength and Density of Cement Mortar by the Addition of Different Alignments of Glass Fibers and Styrene Butadiene Rubber

2017 ◽  
Vol 13 (3) ◽  
pp. 108-119
Author(s):  
Mustafa M. Hamza ◽  
Besma M. Fahad
Keyword(s):  
Compressive Strength ◽  
Glass Fiber ◽  
Glass Fibers ◽  
Control Sample ◽  
Styrene Butadiene Rubber ◽  
Hydration Reaction ◽  
Butadiene Rubber ◽  
Fiber Reinforced ◽  
Glass Fiber Reinforced ◽  
Styrene Butadiene

Abstract In the field of construction materials the glass reinforced mortar and Styrene Butadiene mortar are modern composite materials. This study experimentally investigated the effect of addition of randomly dispersed glass fibers and layered glass fibers on density and compressive strength of mortar with and without the presence of Styrene Butadiene Rubber (SBR). Mixtures of 1:2 cement/sand ratio and 0.5 water/cement ratio were prepared for making mortar. The glass fibers were added by two manners, layers and random with weight percentages of (0.54, 0.76, 1.1 and 1.42). The specimens were divided into two series: glass-fiber reinforced mortar without SBR and glass-fiber reinforced mortar with 7% SBR of mixture water. All specimens were tested after curing for 7 and 28 days, glass-fiber reinforced mortar exhibited better properties than control mortar in improvement of compressive strength and lowering the density after curing for 28 days due to the completion of cement hydration reaction.. For compressive strength the best results were achieved with 1.42 wt.% layers glass-fiber reinforced mortar with 7% SBR which gave 41.56 MPa. On the other hand, the addition of 1.42 wt.% random glass-fiber without SBR addition caused the beast reduction in density by 10.6% and produced lighter structure than control sample. Keywords: Random glass fibers , Glass fibers layers, SBR, compressive strength, density.  

Construction of an in situ interfacial layer for aramid fiber reinforced styrene butadiene rubber composites

2020 ◽  
Vol 137 (46) ◽  
pp. 49420 ◽  
Author(s):  
Jincheng Zhong ◽  
Zhu Luo ◽  
Le Yang ◽  
Xiang Sheng ◽  
Xiaolong Li ◽  
...  
Keyword(s):  
Interfacial Layer ◽  
Aramid Fiber ◽  
Styrene Butadiene Rubber ◽  
Butadiene Rubber ◽  
Fiber Reinforced ◽  
Rubber Composites ◽  
Styrene Butadiene
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