Search results

Filters

  • Journals
  • Authors
  • Keywords
  • Date
  • Type

Search results

Number of results: 6
items per page: 25 50 75
Sort by:
Download PDF Download RIS Download Bibtex

Abstract

Optimal parameters setting of injection moulding (IM) machine critically effects productivity, quality, and cost production of end products in manufacturing industries. Previously, trial and error method were the most common method for the production engineers to meet the optimal process injection moulding parameter setting. Inappropriate injection moulding machine parameter settings can lead to poor production and quality of a product. Therefore, this study was purposefully carried out to overcome those uncertainty. This paper presents a statistical technique on the optimization of injection moulding process parameters through central composite design (CCD). In this study, an understanding of the injection moulding process and consequently its optimization is carried out by CCD based on three parameters (melt temperature, packing pressure, and cooling time) which influence the shrinkage and tensile strength of rice husk (RH) reinforced low density polyethylene (LDPE) composites. Statistical results and analysis are used to provide better interpretation of the experiment. The models are form from analysis of variance (ANOVA) method and the model passed the tests for normality and independence assumptions.
Go to article

Authors and Affiliations

Haliza Jaya
1 2
ORCID: ORCID
Nik Noriman Zulkepli
1 2
ORCID: ORCID
Mohd Firdaus Omar
1 2
ORCID: ORCID
Shayfull Zamree Abd Rahim
1 3
ORCID: ORCID
Marcin Nabiałek
4
ORCID: ORCID
Kinga Jeż
4
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
1 2
ORCID: ORCID

  1. Universiti Malaysia Perlis, Centre of Excellence Geopolymer and Green Technology (CeGeoGTech), 02600 Arau, Perlis, Malaysia
  2. Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Kompleks Pengajian Jejawi 2, 02600 Arau, Perlis, Malaysia
  3. Universiti Malaysia Perlis (UniMAP), Faculty of Mechanical Engineering Technology, Kampus Alam Pauh Putra, 02600 Arau, Perlis, Malaysia
  4. Częstochowa University of Technology, Department of Physics, 42-200 Częstochowa, Poland
Download PDF Download RIS Download Bibtex

Abstract

The flexural toughness of chopped steel wool fiber reinforced cementitious composite panels was investigated. Reinforced cementitious composite panels were produced by mixing of chopped steel wool fiber with a ratio range between 0.5% to 6.0% and 0.5% as a step increment of the total mixture weight, where the cement to sand ratio was 1:1.5 with water to cement ratio of 0.45. The generated reinforced cementitious panels were tested at 28 days in terms of load-carrying capacity, deflection capacities, post-yielding effects, and flexural toughness. The inclusion of chopped steel wool fiber until 4.5% resulted in gradually increasing load-carrying capacity and deflection capacities while, provides various ductility, which would simultaneously the varying of deflection capability in the post-yielding stage. Meanwhile, additional fiber beyond 4.5% resulted in decreased maximum load-carrying capacity and increase stiffness at the expense of ductility. Lastly, the inclusion of curves gradually.
Go to article

Bibliography


[1] Rajak D.K., Pagar D. D., Menezes P. L., and Linul E, “ Fiber-reinforced polymer composites: Manufacturing, properties, and applications”, Polymers 11: p. 1667, 2019. https://doi.org/10.3390/polym11101667
[2] Rajak D.K., Pagar D.D., Kumar R., and Pruncu C.I., “Recent progress of reinforcement materials: A comprehensive overview of composite materials”, Journal of Materials Research and Technology, 8: pp. 6354–6374, 2019. https://doi.org/10.1016/j.jmrt.2019.09.068
[3] Cejuela E., Negro V., and del Campo J.M., “Evaluation and Optimization of the Life Cycle in Maritime Works”, Sustainability 12: 4524, 2020. https://doi.org/10.3390/su12114524
[4] Pushkar S. and Ribakov Y., “Life-Cycle Assessment of Strengthening Pre-Stressed Normal-Strength Concrete Beams with Different Steel-Fibered Concrete Layers”, Sustainability 12: p. 7958. 2020. https://doi.org/10.3390/su12197958
[5] Rashiddadash P., Ramezanianpour A.A., and Mahdikhani M., “Experimental investigation on flexural toughness of hybrid fiber reinforced concrete (HFRC) containing metakaolin and pumice”, Construction and Building Materials 51: pp. 313–320, 2014. https://doi.org/10.1016/j.conbuildmat.2013.10.087
[6] Felekoğlu B.,Türkel S.,and Altuntaş Y., “Effects of steel fiber reinforcement on surface wear resistance of self-compacting repair mortars”, Cement and Concrete Composites 29: pp. 391–396, 2007. https://doi.org/10.1016/j.cemconcomp.2006.12.010
[7] Abdulkareem M., Havukainen J., and Horttanainen M., “How environmentally sustainable are fibre reinforced alkali-activated concretes?”, Journal of Cleaner Production 236: p. 117601, 2019. https://doi.org/10.1016/j.jclepro.2019.07.076
[8] Zhang P., Zhao Y-N, Li Q-F, Wang P., and Zhang T.H., “Flexural toughness of steel fiber reinforced high performance concrete containing nano-SiO2 and fly ash”, The Scientific World Journal 1–11 2014. https://doi.org/10.1155/2014/403743
[9] Faris, M.A., Abdullah, M.M.A.B., Ismail, K.N., Mortar, N.A.M., Hashim, M.F.A. and Hadi, A. “Pull-Out Strength of Hooked Steel Fiber Reinforced Geopolymer Concrete”, In IOP Conference Series: Materials Science and Engineering 55: pp. 012–080, 2019. https://doi:10.1088/1757-899X/551/1/012080
[10] Aggelis D.G., Soulioti D., Barkoula N.M., Paipetis A.S., Matikas T.E., and Shiotani T., “Acoustic emission behavior of steel fibre reinforced concrete under bending”, Construction and Building Materials 23: pp. 32–40, 2009. https://doi.org/10.1016/j.conbuildmat.2009.06.042
[11] Ragalwar K., Heard W.F., Williams B.A., Kumar D., and Ranade R., “On enhancing the mechanical behavior of ultra-high performance concrete through multi-scale fiber reinforcement”, Cement and Concrete Composites 105: p. 103422, 2020. https://doi.org/10.1016/j.cemconcomp.2019.103422
[12] Amer, Akrm A. Rmdan, Mohd Mustafa Al Bakri Abdullah, Yun Ming Liew, Ikmal Hakem A Aziz, Jerzy J. Wysłocki, Muhammad Faheem Mohd Tahir, Wojciech Sochacki, Sebastian Garus, Joanna Gondro, and Hetham AR Amer, “Optimizing of the Cementitious Composite Matrix by Addition of Steel Wool Fibers (Chopped) Based on Physical and Mechanical Analysis”, Materials 14: p. 1094, 2021. https://doi.org/10.3390/ma14051094
[13] Sharma, A.K., Bhandari, R., Aherwar, A. and Rimašauskienė, R, “Matrix materials used in composites: A comprehensive study”, Materials Today: Proceedings 21: pp. 1559–1562, 2020. https://doi.org/10.1016/j.matpr.2019.11.086
[14] García A., Norambuena-C. J., and Partl, M.N., “A parametric study on the influence of steel wool fibers in dense asphalt concrete”, Materials and Structures 47: 1559–1571, 2014. https://doi.10.1617/s11527-013-0135-0
[15] Ponikiewski T., Katzer J., Bugdol M., and Rudzki M., “Determination of 3D porosity in steel fibre reinforced SCC beams using X-ray computed tomography”, Construction and Building Materials 68: pp. 333–340, 2014. https://doi.org/10.1016/j.conbuildmat.2014.06.064
[16] Koenig A., “Analysis of air voids in cementitious materials using micro X-ray computed tomography (µXCT)”, Construction and Building Materials 244:118313, 2020. https://doi.org/10.1016/j.conbuildmat.2020.118313
[17] Chajec A., and Sadowski L., “The Effect of Steel and Polypropylene Fibers on the Properties of Horizontally Formed Concrete”, Materials 13: p. 5827, 2020. https://doi.org/10.3390/ma13245827
[18] Zhou S., Xie L., Jia Y., and Wang C., “Review of cementitious composites containing polyethylene fibers as repairing materials”, Polymers 12: p. 2624, 2020. https://doi.org/10.3390/polym12112624
[19] Martinelli E., Pepe M., and Fraternali F., “Meso-Scale Formulation of a Cracked-Hinge Model for Hybrid Fiber-Reinforced Cement Composites”, Fibers 8: p. 56, 2020. https://doi.org/10.3390/fib8090056
[20] Zhou H., Jia B., Huang H., and Mou Y., “Experimental study on basic mechanical properties of basalt fiber reinforced concrete “, Materials (Basel) 13: p. 1362, 2020. https://doi.org/10.3390/ma13061362
Go to article

Authors and Affiliations

Akrm A. Rmdan Amer
1
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
2
ORCID: ORCID
Yun Ming Liew
2
ORCID: ORCID
Ikmal Hakem A. Aziz
1
ORCID: ORCID
Muhammad Faheem Mohd Tahir
2
Shayfull Zamree Abd Rahim
3
ORCID: ORCID
Hetham A.R. Amer
4
ORCID: ORCID

  1. Geopolymer & Green Technology, Center of Excellence (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Perlis, Malaysia
  2. Faculty of Chemical Engineering Technology, Universiti Malaysia Perlis, Malaysia
  3. Faculty of Mechanical Engineering Technology, Universiti Malaysia Perlis (UniMAP), Perlis, Malaysia
  4. Omar Al-Mukhtar Universiti, Civil Engineering Department, Libya
Download PDF Download RIS Download Bibtex

Abstract

Filler surface modification has become an essential approach to improve the compatibility problem between natural fillers and polymer matrices. However, there is limited work that concerns on this particular effect under dynamic loading conditions. Therefore, in this study, both untreated and treated low linear density polyethylene/rice husk composites were tested under static (0.001 s –1, 0.01 s –1 and 0.1 s –1) and dynamic loading rates (650 s –1, 900 s –1 and 1100 s –1) using universal testing machine and split Hopkinson pressure bar equipment, respectively. Rice husk filler was modified using silane coupling agents at four different concentrations (1, 3, 5 and 7% weight percentage of silane) at room temperature. This surface modification was experimentally proven by Fourier transform infrared and Field emission scanning electron microscopy. Results show that strength properties, stiffness properties and yield behaviour of treated composites were higher than untreated composites. Among the treated composites, the 5% silane weight percentage composite shows the optimum mechanical properties. Besides, the rate of sensitivity of both untreated and treated composites also shows great dependency on strain rate sensitivity with increasing strain rate. On the other hand, the thermal activation volume shows contrary trend. For fracture surface analysis, the results show that the treated LLDPE/RH composites experienced less permanent deformation as compared to untreated LLDPE/RH composites. Besides, at dynamic loading, the fracture surface analysis of the treated composites showed good attachment between RH and LLDPE.
Go to article

Authors and Affiliations

Mohd Firdaus Omar
1 2
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
1 2
ORCID: ORCID
Sam Sung Ting
1 2
ORCID: ORCID
B. Jeż
3
ORCID: ORCID
M. Nabiałek
3
ORCID: ORCID
Hazizan Md Akil
4
ORCID: ORCID
Nik Noriman Zulkepli
1
ORCID: ORCID
Shayfull Zamree Abd Rahim
1
ORCID: ORCID
Azida Azmi
2
ORCID: ORCID

  1. Universiti Malaysia Perlis (UniMAP),Centre of Excellent Geopolymer & Green Technology (CeGeoGTech), Perlis, Malaysia
  2. Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
  3. Częstochowa University of Technology, Faculty of Mechanical Engineering and Computer Science, 42-200 Częstochowa, Poland
  4. Universiti Sains Malaysia, School of Materials and Mineral Resources Engineering, Pulau Pinang, Malaysia
Download PDF Download RIS Download Bibtex

Abstract

Herein, the effects of multi-walled carbon nanotubes (CNTs) on the mechanical and dielectric performance of hybrid carbon nanotube-woven glass fiber (GF) reinforced epoxy laminated composited are investigated. CNTs are deposited on woven GF surface using an electrospray deposition method which is rarely reported in the past. The woven GF deposited with CNT and without deposited with CNT are used to produce epoxy laminated composites using a vacuum assisted resin transfer moulding. The tensile, flexural, dielectric constant and dielectric loss properties of the epoxy laminated composites were then characterized. The results confirm that the mechanical and dielectric properties of the woven glass fiber reinforced epoxy laminated composited increases with the addition of CNTs. Field emission scanning electron microscope is used to examine the post damage analysis for all tested specimens. Based on this finding, it can be prominently identified some new and significant information of interest to researchers and industrialists working on GF based products.
Go to article

Authors and Affiliations

Muhammad Razlan Zakaria
1 2
ORCID: ORCID
Nur Aishahatul Syafiqa Mohammad Khairuddin
3
ORCID: ORCID
Mohd Firdaus Omar
1 2
ORCID: ORCID
Hazizan Md Akil
3
ORCID: ORCID
Muhammad Bisyrul Hafi Othman
4
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
1 2
ORCID: ORCID
Shayfull Zamree Abd Rahim
2
ORCID: ORCID
Sam Sung Ting
1 2
ORCID: ORCID
Azida Azmi
1
ORCID: ORCID

  1. Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
  2. Universiti Malaysia Perlis (UniMAP), Geopolymer & Green Technology, Centre of Excellent (CEGeoGTech), Perlis, Malaysia
  3. Universiti Sains Malaysia, School of Materials and Mineral Resources Engineering, Engineering Campus, 14300 Nibong Tebal, Pulau Pinang, Malaysia
  4. Universiti Sains Malaysia, School of Chemical Sciences, 11800 Minden, Penang, Malaysia
Download PDF Download RIS Download Bibtex

Abstract

The density, compressive strength, and thermal insulation properties of fly ash geopolymer paste are reported. Novel insulation material of glass bubble was used as a replacement of fly ash binder to significantly enhance the mechanical and thermal properties compared to the geopolymer paste. The results showed that the density and compressive strength of 50% glass bubble was 1.45 g/cm3 and 42.5 MPa, respectively, meeting the standard requirement for structural concrete. Meanwhile, the compatibility of 50% glass bubbles tested showed that the thermal conductivity (0.898 W/mK), specific heat (2.141 MJ/m3K), and thermal diffusivity (0.572 mm2/s) in meeting the same requirement. The improvement of thermal insulation properties revealed the potential use of glass bubbles as an insulation material in construction material.
Go to article

Authors and Affiliations

Noor Fifinatasha Shahedan
1
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
1 2
ORCID: ORCID
Norsuria Mahmed
1 2
ORCID: ORCID
Liew Yun Ming
1 2
ORCID: ORCID
Shayfull Zamree Abd Rahim
1
ORCID: ORCID
Ikmal Hakem A Aziz
1
ORCID: ORCID
Aeslina Abdul Kadir
3
ORCID: ORCID
Andrei Victor Sandu
4
ORCID: ORCID
Mohd Fathullah Ghazali
1
ORCID: ORCID

  1. Universiti Malaysia Perlis (UniMAP), Center of Excellence Geopolyme & Green Technology (CEGeoGTech), Perlis, Malaysia
  2. Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
  3. Universiti Tun Hussein Onn Malaysia, Faculty of Civil and Environmental Engineering, Johor, Malaysia
  4. Faculty of Materials Science and Engineering, Gheorghe Asachi Technical University of Iasi, Iasi, Romania
Download PDF Download RIS Download Bibtex

Abstract

Low calcium fly ash is used as the main material in the mixture and the crumb rubber was used in replacing fine aggregates in geopolymer mortar. Sodium hydroxide (NaOH) and sodium silicate (Na2SiO3) which were high alkaline solution were incorporated as the alkaline solution. The fly ash reacted with the alkaline solution forming alumino-silicate gel that binds the aggregate to produce a geopolymer mortar. The loading of crumb rubber in the fly ash based geopolymer mortar was set at 0% (CRGM-0), 5% (CRGM-5), 10% (CRGM-10), 15% (CRGM-15), and 20% (CRGM-20), respectively. NaOH solution (12M) and Na2SiO3 solution ratio is set constant at 2.5 for all geopolymer mixture and the fly ash to alkali activator ratio was kept at 2.0. The CRGM at 28 days of curing time was exposed to elevated temperature at 200°C, 400°C, 600°C and 800°C. The weight loss of the CRGM increases with increasing temperature at all elevated temperatures. However, the density and compressive strength of CRGM decrease with an increase of crumb rubber loading for all elevated temperature exposure. The compressive strength of CRGM reduced due to the fact that rubber decomposes between 200°C and 600°C thereby creating voids. CRGM-15 and CRGM-20 showed cracks developed with rough surface at 800°C. Image obtained from scanning electron microscope (SEM) showed that, the CRGM changed significantly due to the decomposition of crumb rubber and evaporation of the free water at 400°C, 600°C and 800°C.
Go to article

Authors and Affiliations

Ahmad Azrem Azmi
1
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
2
ORCID: ORCID
Che Mohd Ruzaidi Ghazali
3
ORCID: ORCID
Romisuhani Ahmad
4
ORCID: ORCID
Ramadhansyah Putra Jaya
4
ORCID: ORCID
Shayfull Zamree Abd Rahim
4
ORCID: ORCID
Mohammad A. Almadani
5
ORCID: ORCID
Jerzy J. Wysłocki
6
ORCID: ORCID
Agata Śliwa
7
ORCID: ORCID
Andre Victor Sandu
8
ORCID: ORCID

  1. Center of Excellence Geopolymer and Green Technology, University Malaysia Perlis (UniMAP), 01000, Kangar, Perlis, Malaysia
  2. Faculty of Chemical Engineering Technology, University Malaysia Perlis (UniMAP), 01000, Kangar, Perlis, Malaysia
  3. Faculty of Ocean Engineering Technology and Informatics, University Malaysia Terengganu, Terengganu, Malaysia
  4. Faculty of Mechanical Engineering Technology, University Malaysia Perlis (UniMAP), 02600, Arau, Perlis, Malaysia
  5. Department of Civil Engineering, Faculty of Engineering – Rabigh Branch, King Abdulaziz University, 21589 Jeddah, Saudi Arabia
  6. Department of Physics, Czestochowa University of Technology, 42-200, Czestochowa, Poland
  7. Division of Materials Processing Technology and Computer Techniques in Materials Science, Silesian University of Technology, 44-100 Gliwice, Poland
  8. Faculty of Material Science and Engineering, Gheorghe Asachi Technical University of Iasi, 41 D. Mangeron St., 700050 Iasi, Romania

This page uses 'cookies'. Learn more