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1)  FRP bars
FRP筋
1.
Bond slip mechanism of FRP bars and concrete;
FRP筋与混凝土粘结滑移力学性能研究综述
2.
Research progress on durability test method of FRP bars;
FRP筋耐久性试验方法研究进展
3.
Study on the anchorage length of FRP bars with bond-slip constitutive relationship;
考虑粘结滑移本构关系的FRP筋锚固长度
2)  FRP rebar
FRP筋
1.
Experimental study on the mechanical behavior of continuous beams reinforced with FRP rebars;
FRP筋混凝土连续梁力学性能试验研究
2.
Performances of FRP rebar reinforced concrete columns under fire condition
火灾下FRP筋混凝土柱性能
3.
The ductility of structure reinforced with FRP rebars becomes a main concern,because the concrete members with FRP rebars are lack of ductility due to the linear elastic behavior of FRP rebar up to failure.
FRP筋的线弹性力学性能导致FRP筋混凝土结构延性较差,因而FRP筋混凝土结构的延性已成为其应用中最受关注的问题之一。
3)  FRP bar
FRP筋
1.
The performance of FRP bar and its application in civil engineering;
FRP筋的性能及其在土木工程中的应用
2.
Studies on bond properties of new type FRP bars;
新型FRP筋粘结性能研究
3.
Experimental research on mechanical property of FRP bar;
FRP筋力学性能指标及试验方法研究
4)  FRP tendon
FRP筋
1.
The experimental study on the sleeve-glue pattern anchorage system of FRP tendon;
套筒灌胶式FRP筋材锚固体系的试验研究
2.
Finite element analysis of flexural bearing capacity of pre-stressed AFRP tendon concrete beam;
预应力AFRP筋混凝土梁受弯承载力有限元分析
3.
As prestressing tendons,the stress relaxation property of FRP tendons must be studied.
FRP筋作为预应力筋使用,必须了解其应力松弛特性。
5)  FRP tendons
FRP筋
1.
Based the definition of the minimum reinforcement ratio of the reinforced concrete column,the minimum reinforcement ratio of the compressive and flexural concrete members reinforced with FRP tendons was introduced.
分析了FRP筋混凝土压弯构件发生受拉破坏时混凝土的等效应力图,依据钢筋混凝土结构最小配筋率的定义,给出了FRP筋混凝土压弯构件的最小配筋率。
2.
Studies on concrete structures prestressed with FRP tendons have been emphasized in engineering structure field.
FRP筋预应力混凝土结构已成为国内外工程领域研究的重点,文章分别介绍了国内外体内有粘结、体内无粘结和体外无粘结FRP筋预应力混凝土梁抗弯性能研究的主要成果,并对今后拟开展的研究工作提出了建议。
3.
This paper introduces how to use ANSYS in building the finite element modeling of unbonded pretressed concrete beam with FRP tendons.
FRP筋作为一种新型的预应力筋用材,由于无粘结预应力FRP筋与周围混凝土之间没有粘结,所以分析无粘结预应力FRP筋混凝土梁要比有粘结的混凝土结构复杂得多。
6)  FRP fiber reinforcement
FRP纤维筋
补充资料:瘦筋筋
1.见"瘦精精"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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