Effect of polypropylene and polyvinyl alcohol fibers on characteristics and microstructure of polymer composite
Source abstract
Abstract
Abstract This study aims to assess the mechanical properties of polymer composite (PC) reinforced by introducing two types of synthetic fibers including polypropylene (PP) and polyvinyl alcohol (PVA). The optimum amount of resin was evaluated through mechanical tests. Then, selected fibers were added to the optimum mix in three fractions (0.5%, 1%, and 1.5%) by the weight of the binder. Various properties of PC which are density, compressive strength, flexural strength, modulus of elastic, and water absorption were appraised for all mix combinations after different curing times (1, 3, 7, and 28 days) beside scanning electron microscopy analysis for microstructure observation. Experimental outcomes revealed that by rising the PP fiber content, the mechanical strengths of fiber‐reinforced polymer composite (FRPC) were ameliorated, where compressive and flexural strength grew 58.14% and 78.31%, respectively, at the highest fiber ratio (1.5%) compared with the plain PC. On the other hand, PC reinforced by PVA fibers represented an inverse behavior that by ascending the fiber fraction, reduction in the properties of FRPC observed. Therefore, the fiber content obtained better performance was 1.5% and 0.5% for PP and PVA mixtures in PC, respectively.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Natural Fiber Reinforced Composites · Innovative concrete reinforcement materials · Structural Behavior of Reinforced Concrete
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil Engineering Yasouj University Yasouj Iran
Department of Civil Engineering Shahid Ashrafi Esfahani University Esfahan Iran
Department of Civil Engineering Najafabad Branch, Islamic Azad University Najafabad Iran
References (62)
Show source-provided references
1. Ohama Y. · 1997 · 21
2. 10.1016/j.conbuildmat.2010.04.02710.1016/j.conbuildmat.2010.04.027 ↗
3. Jamshidi M. · Trans. Tech. Publ. · 2013 · 687 · 150
4. 10.1016/j.conbuildmat.2007.10.00910.1016/j.conbuildmat.2007.10.009 ↗
5. 10.1016/S0958-9465(99)00032-310.1016/S0958-9465(99)00032-3 ↗
6. 10.1016/S0950-0618(02)00032-610.1016/S0950-0618(02)00032-6 ↗
7. Sanaei Ataabadi H. · J. Build. Eng. · 2020 · 101878
8. 10.1016/j.conbuildmat.2016.02.10010.1016/j.conbuildmat.2016.02.100 ↗
9. 10.1002/wcms.134610.1002/wcms.1346 ↗
10. 10.1520/JTE2017006310.1520/JTE20170063 ↗
11. 10.1002/pc.2573210.1002/pc.25732 ↗
12. Rastogi S. · Mater. Performance Characterization · 2020 · 9 · 15110.1520/MPC20190251 ↗
13. 10.1002/pc.2537310.1002/pc.25373 ↗
14. 10.1002/pen.2520410.1002/pen.25204 ↗
15. 10.1016/j.conbuildmat.2016.08.00910.1016/j.conbuildmat.2016.08.009 ↗
16. 10.1016/j.compstruct.2016.02.07510.1016/j.compstruct.2016.02.075 ↗
17. 10.1016/j.proeng.2017.04.53710.1016/j.proeng.2017.04.537 ↗
18. 10.1016/j.conbuildmat.2016.08.11110.1016/j.conbuildmat.2016.08.111 ↗
19. 10.1016/j.proeng.2017.11.06810.1016/j.proeng.2017.11.068 ↗
20. 10.1016/j.conbuildmat.2018.09.08510.1016/j.conbuildmat.2018.09.085 ↗
21. 10.1016/j.compstruct.2019.04.02110.1016/j.compstruct.2019.04.021 ↗
22. 10.1016/j.engstruct.2019.03.10510.1016/j.engstruct.2019.03.105 ↗
23. 10.1061/(ASCE)1090-0268(1998)2:2(105)10.1061/(ASCE)1090-0268(1998)2:2(105) ↗
24. 10.1016/0008-8846(94)90036-110.1016/0008-8846(94)90036-1 ↗
25. 10.1016/j.conbuildmat.2004.04.02710.1016/j.conbuildmat.2004.04.027 ↗
26. 10.1016/j.cemconcomp.2009.07.00410.1016/j.cemconcomp.2009.07.004 ↗
27. Li V. C. · ACI Mater. J. American Concrete Institute · 2001 · 98 · 483
28. 10.1016/j.cemconres.2004.06.03310.1016/j.cemconres.2004.06.033 ↗
29. G.Fischer V.C.Li Effect of matrix ductility on the performance of reinforced ECC column members under reversed cyclic loading conditions (2002).10.1016/B978-008044100-9/50098-X ↗
30. 10.1016/j.cemconres.2012.04.00610.1016/j.cemconres.2012.04.006 ↗
31. 10.1016/S0008-8846(01)00695-010.1016/S0008-8846(01)00695-0 ↗
32. Verma A. · Adv. Civil Eng. Mater. · 2018 · 7 · 53810.1520/ACEM20180027 ↗
33. 10.1002/pc.2506710.1002/pc.25067 ↗
34. Sahmaran M. · ACI Mater. J. · 2007 · 104 · 604
35. 10.1016/j.cemconres.2009.01.01310.1016/j.cemconres.2009.01.013 ↗
36. 10.1016/0079-6700(94)00030-610.1016/0079-6700(94)00030-6 ↗
37. 10.1088/2053-1591/ab433210.1088/2053-1591/ab4332 ↗
38. Verma D. · J. Mater. Environ. Sci. · 2013 · 4 · 263
39. 10.1016/j.compositesb.2019.10730510.1016/j.compositesb.2019.107305 ↗
40. 10.1007/BF0041419810.1007/BF00414198 ↗
41. Verma A. · J. Mech. Behavior Mater. · 2018 · 27
42. Verma A. · J. Mech. Behavior Mater. · 2018 · 27
43. 10.1002/pc.2377110.1002/pc.23771 ↗
44. 10.1016/j.conbuildmat.2004.04.01010.1016/j.conbuildmat.2004.04.010 ↗
45. 10.1016/j.conbuildmat.2005.02.00810.1016/j.conbuildmat.2005.02.008 ↗
46. 10.1007/s10853-018-2944-610.1007/s10853-018-2944-6 ↗
47. 10.3390/ma1306137810.3390/ma13061378 ↗
48. ASTM ASTM C127‐01: Standard Test Method for Density Relative Density (Specific Gravity) and Absorption of Coarse Aggregate(1997).
49. ASTM · 2012
50. 10.1016/j.conbuildmat.2011.07.02710.1016/j.conbuildmat.2011.07.027 ↗
51. Fuller W. B. · The laws of proportioning concrete · 1907 · 59 · 67
52. P.I.C.I. Group Accessed 11th Novemberhttp://english.polymeriran.com/products/Page.aspx?id=244(2020).
53. ASTM ASTM C580 Standard Test Method for Flexural Strength and Modulus of Elasticity of Chemical‐Resistant Mortars Grouts Monolithic Surfacings and Polymer Concretes(2009).
54. ASTM ASTM C579: Standard test methods for compressive strength of chemical‐resistant mortars grouts monolithic surfacings and polymer concretes United States(2012).
55. ASTM · 2014
56. ASTM C642‐13 · 2013
57. 10.1016/j.conbuildmat.2010.10.01010.1016/j.conbuildmat.2010.10.010 ↗
58. 10.1016/j.msea.2008.05.03710.1016/j.msea.2008.05.037 ↗
59. 10.1080/00405000.2017.132913210.1080/00405000.2017.1329132 ↗
60. 10.1016/j.jclepro.2018.07.32310.1016/j.jclepro.2018.07.323 ↗
61. 10.1016/j.conbuildmat.2018.08.05810.1016/j.conbuildmat.2018.08.058 ↗
62. 10.1016/j.conbuildmat.2020.11891010.1016/j.conbuildmat.2020.118910 ↗