海洋环境下碳-玻璃纤维混杂筋吸湿行为和层间剪切性能研究

潘云锋; 施佳君; 俞一洵; 咸贵军

doi:10.13204/j.gyjzG21062705

海洋环境下碳-玻璃纤维混杂筋吸湿行为和层间剪切性能研究

doi: 10.13204/j.gyjzG21062705

1. 浙江理工大学建筑工程学院, 杭州 310018;
2. 哈尔滨工业大学土木工程学院, 哈尔滨 150090

详细信息

作者简介:
潘云锋,男,1985年出生,博士,副教授,yfpan@zstu.edu.cn。

通讯作者:
咸贵军,男,1972年出生,博士,教授,gjxian@hit.edi.cn。

计量
- 文章访问数: 84
- HTML全文浏览量: 8
- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2021-06-27
- 网络出版日期: 2023-07-01

Effects of Marine Environment on Water Diffusion and Interlaminar Shear Strength of Carbon-Glass Hybrid-Fiber Reinforced Polymer Bars

1. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China;
2. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China

摘要

摘要: 采用薄碳纤维层外包裹玻璃纤维增强复合材料(GFRP)筋,制备碳-玻璃纤维混杂筋(HFRP筋),提升芯层GFRP筋长期力学性能,在海工结构中具有巨大的应用潜力。对水,强、弱碱,盐碱等溶液下GFRP、HFRP裸筋吸湿行为和层间剪切强度变化规律进行研究,同时与水、模拟海水溶液下砂浆包裹GFRP和HFRP筋的层间剪切强度进行对比分析。研究表明:强碱、盐碱溶液下,HFRP裸筋吸湿率小于GFRP裸筋,HFRP裸筋层间剪切强度保留率大于GFRP裸筋,碳纤维层延缓芯层GFRP筋劣化速率;水、弱碱溶液下,HFRP裸筋吸湿率大于GFRP裸筋,60 ℃下HFRP裸筋层间剪切强度保留率小于GFRP裸筋。水、模拟海水溶液下砂浆包裹GFRP和HFRP筋的破坏模式和层间剪切强度变化与水、弱碱溶液下GFRP和HFRP裸筋相似。基于Arrhenius理论,预测了强碱、盐碱溶液下GFRP和HFRP裸筋在4,17,21 ℃下的长期层间剪切强度。
- 碳-玻璃纤维混杂筋 /
- 碱溶液 /
- 盐碱溶液 /
- 力学性能 /
- 耐久性
Abstract: To promote the durability of glass fiber reinforced ploymer (GFRP) bars, a thin layer of carbon fiber reinforced polymer was wrapped around the internal GFRP bars. The effects of distilled water, strong alkali solution, alkalescent solution, and saline-alkaline solution on the water diffusion and interlaminar shear strength of GFRP and HFRP bars were investigated. It compared with the cement mortar-covered FRP bars in distilled water and seawater. The results showed that in the case of the strong alkaline solution with pH 13.4 and saline-alkaline solution, the saturation water absorption of HFRP was less than that of GFRP. The retention interlaminar shear strength of HFRP bar was larger than GFRP bar, and the carbon fiber coat delayed the degradation of the internal GFRP. In the case of distilled water and alkalescent solution with pH 12.7, the saturation water absorption of HFRP was larger than that of GFRP. The degradation of interlaminar shear strength for HFRP bars was more severe than GFRP bar at 60 ℃. Trends of the variation of interlaminar shear stregnth and the failure modes of the cement mortar-covered FRP bars in distilled water and seawater were similar to the bare FRP bars in distilled water and alkaline solution with pH 12.7. The long-term interlaminar shear strength of GFRP and HFRP bars at 4 ℃, 17 ℃ and 21 ℃ were predicted according to the Arrhenius theory.
- carbon-glass hybrid-fiber reinforced polymer /
- alkaline solution /
- saline-alkaline solution /
- mechanical performance /
- durability

HTML全文

参考文献(26)

[1]	滕锦光. 新材料组合结构[J]. 土木工程学报,2018(51):1-11.
[2]	AL-KHAFAJI A F, HALUZA R T, BENZECRY V, et al. Durability assessment of 15-to 20-year-old GFRP bars extracted from bridges in the US. II:GFRP Bar Assessment[J/OL], 2021,25[2021-06-27].https://doi.org/10.1061/(ASCE)CC.1943-5614.0001112.
[3]	MANALO AC, MENDIS P, BAI Y, et al. Fiber-reinforced polymer bars for concrete structures:State-of-the-practice in Australia[J/OL]. 2021,25[2021-06-27].https://doi.org/10.1061/(ASCE)CC.1943-5614.0001105.
[4]	CHEN Y, DAVALOS JF, RAY I, et al. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures[J]. Composite Structures,2007,78:101-111.
[5]	MANALO A, MARANAN G, BENMOKRANE B, et al. Comparative durability of GFRP composite reinforcing bars in concrete and in simulated concrete environments[J/OL]. Cement and Concrete Composites,2020,109[2021-06-27].https://doi.org/10.1016/j.cemconcomp.2020.103564.
[6]	刘伟庆, 方海, 方园. 纤维增强复合材料及其结构研究进展[J]. 建筑结构学报,2019(40):1-16.
[7]	陆春华, 何礼远, 褚天舒, 等. 侵蚀环境下GFRP筋力学性能退化试验[J]. 建筑科学与工程学报,2018(35):73-79.
[8]	CHEN Y, DAVALOS JF, RAY I. Durability prediction for GFRP reinforcing bars using short-term data of accelerated aging tests[J]. Journal of Composites for Construction,2006,10:279-286.
[9]	BENMOKRANE B, ALI AH, MOHAMED H M, et al. Laboratory assessment and durability performance of vinyl-ester, polyester, and epoxy glass-FRP bars for concrete structures[J]. Composites Part B:Engineering,2017,114:163-174.
[10]	WANG Z, ZHAO X L, XIAN G, et al. Durability study on interlaminar shear behaviour of basalt-, glass-and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment[J]. Construction And Building Materials,2017,156:985-1004.
[11]	KHATIBMASJEDI M, RAMANATHAN S, SURANENI P, et al. Durability of commercially available GFRP reinforcement in seawater-mixed concrete under accelerated aging conditions[J/OL].Journal of Composites for Construction,2020,24[2021-06-27].https://doi.org/10.1061/(ASCE)CC.1943-5614.000135.
[12]	李承高, 郭瑞, 王俊琦, 等. CFRP@GFRP混杂复合材料杆体在水浸泡环境下的性能演化[J]. 复合材料学报,2021,38(10):3290-3301.
[13]	LU C H, YANG Y T, HE L Y. Mechanical and durability properties of GFRP bars exposed to aggressive solution environments[J]. Science And Engineering of Composite Materials,2021,28:11-23.
[14]	于爱民, 李趁趁, 高丹盈, 等. 恶劣环境下纤维增强聚合物片材拉伸性能[J]. 复合材料学报,2017,34:1496-504.
[15]	PAN Y, YAN D. Study on the durability of GFRP bars and carbon/glass hybrid fiber reinforced polymer (HFRP) bars aged in alkaline solution[J/OL]. Composite Structures,2021,261[2021-06-27].https://doi.org/10.1016/10.1016/j.compstruct.2020.113285.
[16]	WANG Z, ZHAO X L, XIAN G, et al. Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment[J]. Construction And Building Materials,2017,139:467-89.
[17]	PAN Y, XIAN G, LI H. Numerical modeling of moisture diffusion in an unidirectional fiber-reinforced polymer composite[J]. Polymer Composites,2019,40:401-13.
[18]	BARJASTEH E, NUTT S. Moisture absorption of unidirectional hybrid composites[J]. Composites Part A:Applied Science and Manufacturing,2012,43:158-64.
[19]	WANG Y, HAHN T H. AFM characterization of the interfacial properties of carbon fiber reinforced polymer composites subjected to hygrothermal treatments[J]. Composites Science and Technology,2007,67:92-101.
[20]	TSAI Y, BOSZE E, BARJASTEH E, et al. Influence of hygrothermal environment on thermal and mechanical properties of carbon fiber/fiberglass hybrid composites[J]. Composites Science And Technology,2009,69:432-437.
[21]	GUO F, AL-SAADI S, SINGH RAMAN R K, et al. Durability of fiber reinforced polymer (FRP) in simulated seawater sea sand concrete (SWSSC) environment[J]. Corrosion Science,2018,141:1-13.
[22]	ASTM International. Standard test method for apparent horizontal shear strength of pultruded reinforced plastic rods by the short-beam method:ASTM D4475-02(2016)[S]. West Conshohocken, Pennsylvania:2016.
[23]	DAVALOS J F, CHEN Y, RAY I. Long-term durability prediction models for GFRP bars in concrete environment[J]. Journal of Composite Materials,2012,46:1899-1914.
[24]	WU G, DONG Z Q, WANG X, et al. Prediction of long-term performance and durability of BFRP bars under the combined effect of sustained load and corrosive solutions[J/OL]. Journal of Composites for Construction, 2015,19[2021-06-27].https://doi.org/10.1061/(ASCE)CC.1943-5614.0000517.
[25]	BENMOKRANE B, NAZAIR C, LORANGER M A, et al. Field durability study of vinyl-ester based GFRP rebars in concrete bridge barriers[J/OL]. Journal of Bridge Engineering,2018,23[2021-06-27].https://doi.org/10.1061/(ASCE)BE.1943-5592.0001315.
[26]	ACI. Guide for the design and construction of concrete structure reinforced with FRP bars:ACI440.1R-15[S]. Farmington Hills:2015.