scholarly journals Experimental tests for the characterization of sisal fiber reinforced cementitious matrix for strengthening masonry structures

2019 ◽  
Vol 219 ◽  
pp. 44-55 ◽  
Author(s):  
Claudia Brito de Carvalho Bello ◽  
Ingrid Boem ◽  
Antonella Cecchi ◽  
Natalino Gattesco ◽  
Daniel V. Oliveira
2021 ◽  
Author(s):  
Atik Mubarak Kazi ◽  
Ramasastry D. V. A. ◽  
Sunil Waddar

2021 ◽  
Vol 2021 ◽  
pp. 1-11
Author(s):  
Genetu A. Dress ◽  
M. H. Woldemariam ◽  
D. T. Redda

Woven natural fiber reinforced polymer composites have better tensile, flexural, and compressive strength compared to the mechanical properties of unidirectional and randomly oriented NFRPC because of the interlacing of fiber bundles. However, the characterization of impact behavior with different fiber orientation such as 30°/60°, 0/90°, 30°/−45°, and 45°/−45° woven sisal fiber reinforced polyester composite was not studied vigorously. Thus, this paper focuses on the experimental characterization of the impact resistance behavior on woven sisal fiber reinforced polyester composite materials for semistructural part by using Izod impact testing setup. The 30°/60°, 30°/−45°, 0°/90°, and 45°/−45° woven sisal fiber was prepared using nailed wooden frame as a warp and weft guider. The woven sisal fiber was impregnated in order to make woven sisal fiber dimensionally stable. Using 40% by weight of fiber and 60% by weight of polyester, the composite was developed using hand layup process. The morphology and cross-sectional elemental detection was carried out using scanning electron microscope (SEM) assessment in leather development institute (LDI). Finally, impact tests were carried out using Izod impact testing setup in Addis Ababa Science and Technology University (ASTU). The average impact strength of a 40 wt% fiber 45°/−45° woven sisal fiber reinforced unsaturated polyester composite (WSFRPC) test specimen with consecutive warp and weft tow spacing of 2 mm was 342.67 J/m and this was greater energy compared to the other orientations. But the average impact strength of a 40 wt% fiber 30°/60° WSFRPC of test specimen with consecutive warp and weft tow spacing of 2 mm was 241.33 J/m.


Author(s):  
Dawit Getu ◽  
Ramesh Babu Nallamothu ◽  
Muluken Masresha ◽  
Seshu Kishan Nallamothu ◽  
Anantha Kamal Nallamothu

2021 ◽  
Vol 898 ◽  
pp. 43-48
Author(s):  
Claudia Brito de Carvalho Bello ◽  
Daniele Baraldi ◽  
Antonella Cecchi ◽  
Daniel V. Oliveira

In the last years, the interest in eco-sustainable composites has consistently increased. Such innovative materials are actually a promising sustainable solution for structural strengthening since they can be an alternative to petroleum‐based materials, which are frequently used for masonry retrofitting. This work describes an experimental campaign dedicated to investigating the behavior of Fabric-Reinforced Cementitious Matrix (FRCM) with natural fibers (NFRCM) made with eco-sustainable materials. Experimental tests are performed on unreinforced masonry panels (URM) and reinforced ones (RM), for characterizing their mechanical behavior. URM samples are compared with RM ones accounting for their response under shear actions.


2020 ◽  
Vol 224 ◽  
pp. 111102 ◽  
Author(s):  
Michele Angiolilli ◽  
Amedeo Gregori ◽  
Madura Pathirage ◽  
Gianluca Cusatis

2013 ◽  
Vol 16 (6) ◽  
pp. 1393-1397 ◽  
Author(s):  
R. Chianelli-Junior ◽  
J.M.L. Reis ◽  
J.L. Cardoso ◽  
P.F. Castro

2009 ◽  
Vol 31 (6) ◽  
pp. 939-945 ◽  
Author(s):  
Sreekumar P.A. ◽  
Nathalie Leblanc ◽  
Jean M. Saiter

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