2020
DOI: 10.1007/s42452-020-2284-4
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Mechanical behavior of Emirati red shale fillers/unsaturated polyester composite

Abstract: Herein, we focus on the formulation of polymer-based heat insulators using natural local shale as a filler. The polymer composite was fabricated by blending unsaturated polyester resin with local natural Emirati shale of filler of different filler sizes and solidifying the obtained thermosetting blends. The prepared samples are subjected to compressive strength, flexural strength, and tensile strength tests. The obtained results indicate that these composites exhibit mechanical properties superior to those of … Show more

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Cited by 7 publications
(4 citation statements)
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“…However, there was a decrease in flexural strength upon addition of clay and this can be linked to the formation of agglomerates which creates stress concentration points leading to early failure of the composites. Similar results have been observed by Mourad et al [57] and Abu-Jdayil et al [60].…”
Section: Flexural Propertiessupporting
confidence: 90%
See 1 more Smart Citation
“…However, there was a decrease in flexural strength upon addition of clay and this can be linked to the formation of agglomerates which creates stress concentration points leading to early failure of the composites. Similar results have been observed by Mourad et al [57] and Abu-Jdayil et al [60].…”
Section: Flexural Propertiessupporting
confidence: 90%
“…Further reduction was noticed with an increment in filler content until it reached 9.465 MPa at 14 weight percent CPH. Similar decrease in UPT strength with addition of filler has been reported by Mourad et al [57]. The particle size of the CPH could play a critical role in the reduction of the tensile strength by increasing the area of stress concentration zones [58].…”
Section: Tensile Propertiessupporting
confidence: 73%
“…Five samples of each type were tested for uniformity and repeatability. The test was conducted following the ASTM D790 standard [5,[36][37][38][39][40]. For three-point bending, eight 1.7 cm strips were cut from each sample, and their flexural modulus (E bend ) and flexural strength (σ fM ) were calculated.…”
Section: Three-point Bending Testmentioning
confidence: 99%
“…The formed crystalline structure could have possibly caused brittleness in the material which reduced the tensile properties of the UPR-PUD composites. Compared to other UPR based composites, the UPR-PUD composites demonstrate higher tensile strengths than UPR-date seed (7.7-37.6 MPa) [32] and UPR-bauxite residue (4.0-19.3 MPa) [25], and are very close to the tensile strength of UPR-red shale (20-40 MPa) [41], UPR-carbon nanotubegraphene (26-42 MPa) [42], UPR-non-metallic fractions (28-36 MPa) [43], and UPR-jute (37-43 MPa) [44]…”
Section: Mechanical Behavior Of Compositesmentioning
confidence: 79%