1) deformed GFRP rebars
GFRP变形筋
1.
Based on the CSA(Canadian Standards Association) criterion,30 pull out specimens is used to study the bond behavior of deformed GFRP rebars with 8 different outer surfaces to concrete.
基于CSA标准,利用30个拉拔试件研究了8种不同表面形式的GFRP变形筋与混凝土之间的粘结性能,比较了不同表面形式GFRP变形筋的粘结强度,并确定了GFRP变形筋的最优表面形式。
2.
The surface form of deformed GFRP rebars is the main factor affecting the bond behavior between GFRP rebars and concrete.
GFRP变形筋的外形是影响GFRP筋与混凝土粘结性能的重要因素。
2) GFRP
GFRP筋
1.
Application of GFRP in Underground Continuous Wall;
GFRP筋在地下连续墙的应用
2.
In order to entirely avoid rusting of reinforcements in concrete structures,this paper presented some experiments about the flexural capability of the GFRP lightweight aggregate concrete beams.
方法采用4点弯曲的加载方法分别对相同配筋的GFRP筋轻骨料混凝土梁和钢筋轻骨料混凝土梁进行了静力学试验研究。
3) GFRP rebar
GFRP筋
1.
Experimental investigation on bond strength between GFRP rebars and concrete under pullout conditions;
拉拔条件下GFRP筋与混凝土粘结强度试验研究
2.
A study on the bond behavior of sand-coated and deformed GFRP rebars;
黏砂变形GFRP筋黏结性能研究
3.
Experimental studies on bond strength between GFRP rebar and concrete C15;
GFRP筋与C15混凝土之间黏结强度的试验研究
4) GFRP bar
GFRP筋
1.
Test study on bond behavior between GFRP bar and concrete in high temperature;
火灾高温下GFRP筋和混凝土粘结性能试验研究
2.
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。
3.
It respectively use GFRP bars, GFRP bars - steel, GFRP bar-laminate as the pull material.
鉴于GFRP材料高强度、耐腐蚀的特点,本文研究了GFRP增强混凝土结构的应用形式,分别采用GFRP筋、GFRP筋-钢筋、GFRP筋-片材作为受拉材料,将GFRP筋、钢筋与GFRP片材结合起来,形成各种形式的GFRP增强混凝土梁,并对其正截面特性进行了研究。
5) GFRP bars
GFRP筋
1.
Study on calculating formula of mid-span deformation of concrete continuous beams strengthened with GFRP bars
GFRP筋混凝土连续梁跨中挠度计算方法研究
2.
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。
3.
The pullout tests of concrete reinforced with GFRP bars were carried out and test data were analyzed and summed up.
通过对GFRP筋混凝土试件进行内贴片单端拉拔试验,将试验数据进行总结和分析,绘制GFRP筋应变随荷载和不同位置变化的分布曲线,探讨曲线各自的特征;研究GFRP筋与混凝土之间的粘结应力及滑移随不同位置变化的分布情况。
6) GFRP ribbed rebars
GFRP带肋筋
1.
90 standard pull-out specimens were used to study the bond behavior of GFRP ribbed rebars to concrete.
自行设计了30种不同肋参数的GFRP带肋筋,试验变量包括筋直径、肋高度和肋间距。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条