首页|BFRP和CFRP与混凝土界面粘结塑性

BFRP和CFRP与混凝土界面粘结塑性

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塑性对构件来说,不仅可以防止发生脆性破坏,还可以提高构件的抗冲击能力以及抗震能力.传统的水泥基材料属于脆性材料,韧性差易开裂,纤维作为增强材料,其增韧阻裂作用越来越获得人们的青睐.基于碳纤维增强复合材料(CFRP)和玄武岩纤维增强复合材料(BFRP),通过双剪试验,分别对混凝土界面粘结塑性进行研究,结果表明玄武岩纤维与混凝土界面粘结塑性更好.BFRP由于较好的力学性能以及低廉的价格逐渐走进大众视野.本文研究结果对后期纤维增强材料与混凝土界面粘结塑性的类似研究具有重大意义.
Bond Plasticity Between BFRP and CFRP and Concrete Interface
Plasticity is crucial for structural components,not only to prevent brittle failure but also to enhance their impact resistance and seismic capabilities.Traditional cement-based materials are brittle and easily cracking,whereas fibers as reinforcing materials are increasingly favored for their toughening and crack resistance properties.Based on carbon fiber reinforced polymer(CFRP)and basalt fiber reinforced polymer(BFRP),this study investigated the bond plasticity performance at the concrete interfaces through double shear tests.The results show that the bond between basalt fibers and concrete exhibits superior plasticity.Due to its excellent mechanical properties and affordable cost,BFRP is gradually becoming more visible to the public.The findings of this paper are of significant importance for similar future studies on fiber-reinforced materials and their bond plasticity with concrete interfaces.

plasticitycarbon fiberbasalt fiberdouble shear test

杜文杰、尹海峰、黄小林、邬明亮、徐晓迪

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信阳学院 土木工程学院,河南 信阳 464000

塑性 碳纤维 玄武岩纤维 双剪试验

信阳市社科规划课题

2023SH025

2024

上海建材
上海市建材科技情报研究所

上海建材

影响因子:0.269
ISSN:1006-1177
年,卷(期):2024.(3)