1) FRP concrete composite girder
FRP-混凝土组合梁
2) compound beam of FRP and concrete
FRP与混凝土组合梁
3) FRP-concrete beam
FRP混凝土梁
4) concrete beam reinforced with FRP rods
FRP筋混凝土梁
1.
Calculation method and ultimate flexural capacity of concrete beam reinforced with FRP rods;
FRP筋混凝土梁正截面极限抗弯承载力的性能研究
2.
According to the mechanical behavior of concrete beam reinforced with FRP rods and numerical integration a calculation program is given taking account of the properties of materials used.
根据FRP筋混凝土梁的受力性能,以数值积分方法为基础,考虑材料的特性,编制计算程序,给出其弯距与曲率、荷载与变形的关系曲线,并与算例中的试验结果相对比,且二者吻合良好;探讨两曲线在不同受力阶段的特征,并将其分为截面开裂前和截面开裂后两阶段;分析配筋率和混凝土强度对截面弯距-曲率关系曲线的影响。
5) FRP-reinforced concrete beam
FRP配筋混凝土梁
6) FRP reinforced concrete beam
FRP加筋混凝土梁
1.
A three-dimensional finite element modeling for FRP reinforced concrete beams was established by ANSYS,and the loaddeflection relationship,the ultimate load carrying capacity,the stress-strain distribution and the crack distribution were given.
对GFRP(Glass Fiber Reinforced Polymer)和CFRP(Carbon Fiber Reinforced Polymer)加筋混凝土梁进行了三分点静载试验,分析了FRP加筋混凝土梁的荷载—变形关系和破坏形式并将试验结果进行了对比;建立了FRP加筋混凝土梁的有限元模型,得到了FRP加筋混凝土梁的变形—荷载关系、极限承载力、应力应变分布、裂缝分布等。
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
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