Tin Slag Polymer Concrete Strengthening by Basalt and Aramid Fiber Reinforced Polymer Confinement
MUHAMAD SOFFI BIN MANDA1,2, MOHD RUZAIMI BIN MAT REJAB1, SHUKUR ABU
HASSAN3,4, MAT UZIR BIN WAHIT3,4, JOSEPH SELVI BINOJ5,*, BRIGHT BRAILSON MANSINGH6, SITI SAFARAH BINTI AMIRNUDDIN3, ALAMRY ALI7, KHENG LIM GOH8,9, DIDIK NURHADIYANTO10
1 Structural Performance Materials Engineering (SUPREME), Faculty of Mechanical &
Automotive Engineering Technology, Universiti Malaysia Pahang, Pekan, Pahang, Malaysia.
2 Department of Mechanical Engineering, Polytechnic Sultan Haji Ahmad Shah (POLISAS),
25350 Semambu, Kuantan, Pahang, Malaysia.
3
School of Chemical and Energy Engineering, Faculty of Engineering, Universiti Teknologi
Malaysia (UTM), 81310 UTM Skudai, Johor Bahru, Johor, Malaysia.
4
Centre for Advanced Composites (CACM), Universiti Teknologi Malaysia, Skudai, Johor, Malaysia.
5* Institute of Mechanical Engineering, Saveetha Institute of Medical and Technical Sciences
(SIMATS), Chennai -602105, Tamil Nadu, India.
6
Department of Mechanical Engineering, Sri Ramakrishna Engineering College, Coimbatore
641022, Tamil Nadu, India.
7 Department of Mechanical Engineering, Prince Sattam bin Abdulaziz University, Al-Kharj
11942, Saudi Arabia.
8 Department of Mechanical Engineering, Newcastle University in Singapore, Singapore.
9
Faculty of Science, Agriculture & Engineering, Newcastle University, Newcastle Upon Tyne
NE17RU, United Kingdom.
10 Department of Mechanical Engineering Education, Universitas Negeri Yogyakarta,
Yogyakarta, 55281, Indonesia.
* Corresponding Author: e-mail:
Journal of Polymer Materials 2022, 39(3-4), 241-253. https://doi.org/10.32381/JPM.2022.39.3-4.5
Abstract
This study investigates the potential of Tin Slag Polymer Concrete (TSPC) strengthening through
confinement using basalt fiber reinforced polymer (BFRP) and aramid fiber reinforced polymer (AFRP) confinement. TSPC short cylindrical column samples have been wrapped with BFRP
and AFRP in a single layer (30 mm overlap) using Sikadur-330 epoxy and final samples were
coded as TSPC-UC, TSPC-BF and TSPC-AF for unconfined, BFRP and AFRP for confined
respectively. After curing for 30 days at room temperature, compressive test has been performed
to know the strength, modulus, strain, fracture energy and failure modes of unconfined and
confined TSPC. Test result shows that AFRP confinement (114.24 MPa) provide more upsurge
in strength enhancement compared to BFRP (81.52 MPa). Fracture energy value of TSPC-AF
(821.18 J) is higher than TSPC-BF (538.66 J), but compressive modulus of TSPC-AF (3.23
GPa) is lower than TSPC-BF (4.32 GPa). In addition, yield stress value of TSPC-AF (80.71
MPa) is higher than TSPC-BF (57.21 MPa). Moreover, stress-strain curve and failure mode has
shown that TSPC-AF exhibit higher degree of brittleness compared to TSPC-BF. Finally, it is
noticed that there are some similarities in strength augmentation of TSPC amid BFRP and
glass fiber reinforced polymer (GFRP) as well as between AFRP and carbon fiber reinforced
polymer (CFRP) confinement.
Keywords
Cite This Article
APA Style
MANDA, M.S.B., REJAB, M.R.B.M., ABU
HASSAN, S., WAHIT, M.U.B., BINOJ, J.S. et al. (2022). Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement. Journal of Polymer Materials, 39(3-4), 241-253. https://doi.org/10.32381/JPM.2022.39.3-4.5
Vancouver Style
MANDA MSB, REJAB MRBM, ABU
HASSAN S, WAHIT MUB, BINOJ JS, MANSINGH BB, et al. Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement. J Polym Materials . 2022;39(3-4):241-253 https://doi.org/10.32381/JPM.2022.39.3-4.5
IEEE Style
M.S.B. MANDA et al., "Tin Slag Polymer Concrete Strengthening by Basalt and Aramid Fiber Reinforced Polymer Confinement," J. Polym. Materials , vol. 39, no. 3-4, pp. 241-253. 2022. https://doi.org/10.32381/JPM.2022.39.3-4.5