The high tensile strength, light weight, anti-corrosion and nonmagnetics of GFRP bars makes them a good structure material.
GFRP筋的高强、轻质、耐腐蚀、抗磁性使其具有了作为结构材料的优良性能，解决了钢筋混凝土中钢筋锈蚀的严重问题。
Formulas for critical thickness of cover and minimal anchorage length of GFRP bars under ordinary and erosive environment were developed.
推导出了一般环境、酸性、碱性和盐环境下适用的GF R P筋混凝土保护层厚度计算公式和最小锚固长度计算公式。
The results show that the technique of using epoxy resin adhesives as bonding materials between steel thimble and GFRP bars is practicable.
研究表明采用环氧类树脂粘结剂进行钢套管和GFRP筋的连接，技术可行；环氧类树脂粘结剂的粘结滑移关系曲线上升段具有双折线特性。
Nowadays the standard on the experiments of materials characteristics of GFRP bars is incomplete; the data about the electrometric method on the elastic modulus test of GFRP bars is especially scarce.
目前GFRP杆件材性测试相关规范还不完备，特别是采用电测法测试GFRP杆件弹性模量缺少相关资料。
Nowadays the standard on the experiments of materials characteristics of GFRP bars is incomplete; the data about the electrometric method on the elastic modulus test of GFRP bars is especially scarce.
目前GFRP杆件材性测试相关规范还不完备，特别是采用电测法测试GFRP杆件弹性模量缺少相关资料。
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