Mechanical Properties of SiO2-Coated Carbon Fiber-Reinforced Mortar Composites with Different Fiber Lengths and Fiber Volume Fractions

In the present study, SiO2 particles were coated on the surface of carbon fibers by means of chemical reaction of silane coupling agent (glycidoxypropyl trimethoxysilane, GPTMS) and colloidal SiO2 sol to improve the interfacial bonding force between fibers and matrix in cement matrix. The surface of...

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Main Authors: Gwang-Hee Heo, Jong-Gun Park, Ki-Chang Song, Jong-Ho Park, Hyung-Min Jun
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8881273
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author Gwang-Hee Heo
Jong-Gun Park
Ki-Chang Song
Jong-Ho Park
Hyung-Min Jun
author_facet Gwang-Hee Heo
Jong-Gun Park
Ki-Chang Song
Jong-Ho Park
Hyung-Min Jun
author_sort Gwang-Hee Heo
collection DOAJ
description In the present study, SiO2 particles were coated on the surface of carbon fibers by means of chemical reaction of silane coupling agent (glycidoxypropyl trimethoxysilane, GPTMS) and colloidal SiO2 sol to improve the interfacial bonding force between fibers and matrix in cement matrix. The surface of the modified carbon fibers was confirmed through a scanning electron microscope (SEM). The mechanical properties of SiO2-coated carbon fiber mortar and uncoated carbon fiber mortar with different fiber lengths (6 mm and 12 mm) and fiber volume fractions (0.5%, 1.0%, 1.5%, and 2.0%) were compared and analyzed. The experimental results show that the flow values of the carbon fiber mortar were greatly disadvantageous in terms of fluidity due to the nonhydrophilicity of fibers and fiber balls, and the unit weight decreased significantly as the fiber volume fractions increased. However, the air content increased more or less. In addition, regardless of whether the fibers were coated, the compressive strength of carbon fiber-reinforced mortar (CFRM) composite specimens tended to gradually decrease as the fiber volume fractions increased. On the other hand, in case of the SiO2-coated CFRM composite specimens, the flexural strength was significantly increased compared to uncoated CFRM composite specimens and plain mortar specimens, and the highest flexural strength was obtained at 12 mm and 1.5%, particularly. It can be seen that the new carbon fiber surface modification method employed in this study was very effective in enhancing the flexural strength as cement-reinforcing materials.
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spelling doaj-art-a1724847286b4e2d8babacb8e66b6e942025-02-03T05:52:35ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88812738881273Mechanical Properties of SiO2-Coated Carbon Fiber-Reinforced Mortar Composites with Different Fiber Lengths and Fiber Volume FractionsGwang-Hee Heo0Jong-Gun Park1Ki-Chang Song2Jong-Ho Park3Hyung-Min Jun4Department of International Civil and Plant Engineering, Konyang University, 121 Daehak-Ro, Nonsan-Si, Chungnam-Do 32992, Republic of KoreaPublic Safety Research Center (PSRC), Konyang University, 121 Dachak-Ro, Nonsan-Si, Chungnam-Do 32992, Republic of KoreaDepartment of Biomedical Materials, Konyang University, 158 Gwanjedong-Ro, Seo-Gu, Daejeon Metropolitan-Si 35365, Republic of KoreaDepartment of Biomedical Materials, Konyang University, 158 Gwanjedong-Ro, Seo-Gu, Daejeon Metropolitan-Si 35365, Republic of KoreaDepartment of Disaster and Safety Engineering, Konyang University, 121 Dachak-Ro, Nonsan- Si, Chungnam-Do 32992, Republic of KoreaIn the present study, SiO2 particles were coated on the surface of carbon fibers by means of chemical reaction of silane coupling agent (glycidoxypropyl trimethoxysilane, GPTMS) and colloidal SiO2 sol to improve the interfacial bonding force between fibers and matrix in cement matrix. The surface of the modified carbon fibers was confirmed through a scanning electron microscope (SEM). The mechanical properties of SiO2-coated carbon fiber mortar and uncoated carbon fiber mortar with different fiber lengths (6 mm and 12 mm) and fiber volume fractions (0.5%, 1.0%, 1.5%, and 2.0%) were compared and analyzed. The experimental results show that the flow values of the carbon fiber mortar were greatly disadvantageous in terms of fluidity due to the nonhydrophilicity of fibers and fiber balls, and the unit weight decreased significantly as the fiber volume fractions increased. However, the air content increased more or less. In addition, regardless of whether the fibers were coated, the compressive strength of carbon fiber-reinforced mortar (CFRM) composite specimens tended to gradually decrease as the fiber volume fractions increased. On the other hand, in case of the SiO2-coated CFRM composite specimens, the flexural strength was significantly increased compared to uncoated CFRM composite specimens and plain mortar specimens, and the highest flexural strength was obtained at 12 mm and 1.5%, particularly. It can be seen that the new carbon fiber surface modification method employed in this study was very effective in enhancing the flexural strength as cement-reinforcing materials.http://dx.doi.org/10.1155/2020/8881273
spellingShingle Gwang-Hee Heo
Jong-Gun Park
Ki-Chang Song
Jong-Ho Park
Hyung-Min Jun
Mechanical Properties of SiO2-Coated Carbon Fiber-Reinforced Mortar Composites with Different Fiber Lengths and Fiber Volume Fractions
Advances in Civil Engineering
title Mechanical Properties of SiO2-Coated Carbon Fiber-Reinforced Mortar Composites with Different Fiber Lengths and Fiber Volume Fractions
title_full Mechanical Properties of SiO2-Coated Carbon Fiber-Reinforced Mortar Composites with Different Fiber Lengths and Fiber Volume Fractions
title_fullStr Mechanical Properties of SiO2-Coated Carbon Fiber-Reinforced Mortar Composites with Different Fiber Lengths and Fiber Volume Fractions
title_full_unstemmed Mechanical Properties of SiO2-Coated Carbon Fiber-Reinforced Mortar Composites with Different Fiber Lengths and Fiber Volume Fractions
title_short Mechanical Properties of SiO2-Coated Carbon Fiber-Reinforced Mortar Composites with Different Fiber Lengths and Fiber Volume Fractions
title_sort mechanical properties of sio2 coated carbon fiber reinforced mortar composites with different fiber lengths and fiber volume fractions
url http://dx.doi.org/10.1155/2020/8881273
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