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Liew Yun Ming
Preferred name
Liew Yun Ming
Official Name
Liew Yun Ming
Alternative Name
Yun-Ming, Liew
Liew, Y. M.
Yun Ming, Liew
Ming, Liew Yun
Liew, Yun Ming
Ming, L. Y.
Main Affiliation
Scopus Author ID
57204242778
Researcher ID
S-7164-2019
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1 - 3 of 3
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PublicationElevated-Temperature performance, combustibility and fire propagation index of Fly Ash-Metakaolin blend geopolymers with addition of Monoaluminium Phosphate (MAP) and Aluminum Dihydrogen Triphosphate (ATP)( 2021)
;Khairunnisa Zulkifly ;Ridho Bayuaji ;Shamsul Bin Ahmad ;Tomasz Stachowiak ;Janusz Szmidla ;Joanna Gondro ;Bartłomiej Jeż ;Mohd Suhaimi Bin Khalid ;Sebastian Garus ;Ong Shee-Ween ;Ooi Wan-EnNg Hui-TengThermal performance, combustibility, and fire propagation of fly ash-metakaolin (FA-MK) blended geopolymer with the addition of aluminum triphosphate, ATP (Al(H2PO4)3), and monoaluminium phosphate, MAP (AlPO4) were evaluated in this paper. To prepare the geopolymer mix, fly ash and metakaolin with a ratio of 1:1 were added with ATP and MAP in a range of 0–3% by weight. The fire/heat resistance was evaluated by comparing the residual compressive strengths after the elevated temperature exposure. Besides, combustibility and fire propagation tests were conducted to examine the thermal performance and the applicability of the geopolymers as passive fire protection. Experimental results revealed that the blended geopolymers with 1 wt.% of ATP and MAP exhibited higher compressive strength and denser geopolymer matrix than control geopolymers. The effect of ATP and MAP addition was more obvious in unheated geopolymer and little improvement was observed for geopolymer subjected to elevated temperature. ATP and MAP at 3 wt.% did not help in enhancing the elevated-temperature performance of blended geopolymers. Even so, all blended geopolymers, regardless of the addition of ATP and MAP, were regarded as the noncombustible materials with negligible (0–0.1) fire propagation index. -
PublicationOptimizing of the cementitious composite matrix by addition of steel wool fibers (Chopped) based on physical and mechanical analysis( 2021)
;Akrm A Rmdan Amer ;Jerzy J. Wysłocki ;Wojciech Sochacki ;Ikmal Hakem A Aziz ;Sebastian Garus ;Joanna GondroHetham A. R. AmerThe demand for durable, resistant, and high-strength structural material has led to the use of fibers as reinforcing elements. This paper presents an investigation into the inclusion of chopped steel wool fibers (CSWFs) in cement to form a high-flexural strength cementitious composite matrix (CCM). CSWFs were used as the primary reinforcement in CCM at increments of 0.5 wt%, from 0.5–6 wt%, with ratios of cement to sand of 1:1.5 and water to cement of 0.45. The inclusion of CSWFs resulted in an excellent optimization of the physicomechanical properties of the CCM, such as its density (2.302 g/cm3), compressive strength (61.452 MPa), and maximum flexural strength (10.64 MPa), all of which exceeded the performances of other reinforcement elements reported in the literature.2 10 -
PublicationOptimizing of the cementitious composite matrix by addition of steel wool fibers (chopped) based on physical and mechanical analysis( 2021)
;Akrm A Rmdan Amer ;Ikmal Hakem A Aziz ;Jerzy J. Wysłocki ;Wojciech Sochacki ;Sebastian Garus ;Joanna GondroHetham A. R. AmerThe demand for durable, resistant, and high-strength structural material has led to the use of fibers as reinforcing elements. This paper presents an investigation into the inclusion of chopped steel wool fibers (CSWFs) in cement to form a high-flexural strength cementitious composite matrix (CCM). CSWFs were used as the primary reinforcement in CCM at increments of 0.5 wt%, from 0.5–6 wt%, with ratios of cement to sand of 1:1.5 and water to cement of 0.45. The inclusion of CSWFs resulted in an excellent optimization of the physicomechanical properties of the CCM, such as its density (2.302 g/cm3), compressive strength (61.452 MPa), and maximum flexural strength (10.64 MPa), all of which exceeded the performances of other reinforcement elements reported in the literature.1 3