As prestressing tendons, the stress relaxation property of FRP tendons must be studied.
将FRP筋作为预应力筋使用，必须了解其应力松弛特性。
So the deflections of concrete beams prestressed with bonded FRP tendons are expected to be larger than those of the steel bars cases.
国内外已有试验研究表明，有粘结预应力FRP筋混凝土梁的破坏模式包括界限破坏、受压破坏与受拉破坏三种。
This paper introduces how to calculate the ultimate strength of external pre-stressed concrete beam with FRP tendons by means of strain reduction.
本文采用应变折减的方法推导了体外预应力FRP筋混凝土梁承载力的计算方法，并将计算结果与试验数据进行了对比。
The failure modes of concrete beams prestressed with bonded FRP tendons can be classified into three types: the balanced failure, compression-controlled failure and tension-controlled failure.
国内外已有试验研究表明，有粘结预应力FRP筋混凝土梁的破坏模式包括界限破坏、受压破坏与受拉破坏三种。
To solve this problem, fiber-reinforced polymer (FRP) tendons and reinforcing bars (rebars) have been developed to alternate to steel reinforcement in recent yeas.
为解决这一问题，作为钢筋替代产品的纤维增强聚合物(FRP)筋材的开发研究近几年在国内外已蓬勃兴起。
To solve this problem, fiber-reinforced polymer (FRP) tendons and reinforcing bars (rebars) have been developed to alternate to steel reinforcement in recent yeas.
为解决这一问题，作为钢筋替代产品的纤维增强聚合物(FRP)筋材的开发研究近几年在国内外已蓬勃兴起。
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