Flexural Behavior of Polyurethane Concrete Reinforced by Carbon Fiber Grid

In view of the problems of traditional repair materials for anchorage concrete of expansion joints, such as ease of damage and long maintenance cycles, the design of polyurethane concrete was optimized in this article, which could be used for rapid repair of concrete in anchorage zone of expansion j...

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Main Authors: Hongjian Ding, Quansheng Sun, Yanqi Wang, Dongzhe Jia, Chunwei Li, Ce Ji, Yuping Feng
Format: Article
Language:English
Published: MDPI AG 2021-09-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/18/5421
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spelling doaj-f4b575480e124a64b263084836c3cc822021-09-26T00:37:30ZengMDPI AGMaterials1996-19442021-09-01145421542110.3390/ma14185421Flexural Behavior of Polyurethane Concrete Reinforced by Carbon Fiber GridHongjian Ding0Quansheng Sun1Yanqi Wang2Dongzhe Jia3Chunwei Li4Ce Ji5Yuping Feng6College of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaCollege of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaCollege of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaCollege of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaCollege of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaMaterial Science and Engineering College, Northeast Forestry University, Harbin 150040, ChinaCollege of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaIn view of the problems of traditional repair materials for anchorage concrete of expansion joints, such as ease of damage and long maintenance cycles, the design of polyurethane concrete was optimized in this article, which could be used for rapid repair of concrete in anchorage zone of expansion joints. A new type of carbon fiber grid–polyurethane concrete system was designed, which makes the carbon fiber grid have an excellent synergistic effect with the quick-hardening and high-strength polyurethane concrete, and improved the flexural bearing capacity of the polyurethane concrete. Through the four-point bending test, the influence of the parameters such as the number of grid layers, grid width, and grid density on the flexural bearing capacity of polyurethane concrete beams was tested. The optimum preparation process parameters of carbon fiber grid were obtained to improve the flexural performance of polyurethane concrete. Compared with the Normal specimen, C-80-1’s average flexural strength increased by 47.7%, the failure strain along the beam height increased by 431.1%, and the failure strain at the bottom of the beam increased by 68.9%. The best width of the carbon fiber grid was 80 mm, and the best number of reinforcement layers was one layer. The test results show that the carbon fiber grid could improve the flexural bearing capacity of polyurethane concrete. The carbon fiber grid–polyurethane concrete system provides a new idea for rapid repair of the anchorage zone of bridge expansion joints, and solves the problems such as ease of damage and long maintenance cycles of traditional repair materials, which can be widely used in the future.https://www.mdpi.com/1996-1944/14/18/5421carbon fiber gridflexural bearing capacityfour-point bending testpolyurethane concrete
collection DOAJ
language English
format Article
sources DOAJ
author Hongjian Ding
Quansheng Sun
Yanqi Wang
Dongzhe Jia
Chunwei Li
Ce Ji
Yuping Feng
spellingShingle Hongjian Ding
Quansheng Sun
Yanqi Wang
Dongzhe Jia
Chunwei Li
Ce Ji
Yuping Feng
Flexural Behavior of Polyurethane Concrete Reinforced by Carbon Fiber Grid
Materials
carbon fiber grid
flexural bearing capacity
four-point bending test
polyurethane concrete
author_facet Hongjian Ding
Quansheng Sun
Yanqi Wang
Dongzhe Jia
Chunwei Li
Ce Ji
Yuping Feng
author_sort Hongjian Ding
title Flexural Behavior of Polyurethane Concrete Reinforced by Carbon Fiber Grid
title_short Flexural Behavior of Polyurethane Concrete Reinforced by Carbon Fiber Grid
title_full Flexural Behavior of Polyurethane Concrete Reinforced by Carbon Fiber Grid
title_fullStr Flexural Behavior of Polyurethane Concrete Reinforced by Carbon Fiber Grid
title_full_unstemmed Flexural Behavior of Polyurethane Concrete Reinforced by Carbon Fiber Grid
title_sort flexural behavior of polyurethane concrete reinforced by carbon fiber grid
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2021-09-01
description In view of the problems of traditional repair materials for anchorage concrete of expansion joints, such as ease of damage and long maintenance cycles, the design of polyurethane concrete was optimized in this article, which could be used for rapid repair of concrete in anchorage zone of expansion joints. A new type of carbon fiber grid–polyurethane concrete system was designed, which makes the carbon fiber grid have an excellent synergistic effect with the quick-hardening and high-strength polyurethane concrete, and improved the flexural bearing capacity of the polyurethane concrete. Through the four-point bending test, the influence of the parameters such as the number of grid layers, grid width, and grid density on the flexural bearing capacity of polyurethane concrete beams was tested. The optimum preparation process parameters of carbon fiber grid were obtained to improve the flexural performance of polyurethane concrete. Compared with the Normal specimen, C-80-1’s average flexural strength increased by 47.7%, the failure strain along the beam height increased by 431.1%, and the failure strain at the bottom of the beam increased by 68.9%. The best width of the carbon fiber grid was 80 mm, and the best number of reinforcement layers was one layer. The test results show that the carbon fiber grid could improve the flexural bearing capacity of polyurethane concrete. The carbon fiber grid–polyurethane concrete system provides a new idea for rapid repair of the anchorage zone of bridge expansion joints, and solves the problems such as ease of damage and long maintenance cycles of traditional repair materials, which can be widely used in the future.
topic carbon fiber grid
flexural bearing capacity
four-point bending test
polyurethane concrete
url https://www.mdpi.com/1996-1944/14/18/5421
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