Performance of Fiber Reinforced Composite Strengthened Concrete Interface

被引：0

作者：

Wang, Man ^{[1
]}

机构：

[1] Dalian Polytech Univ, Sch Mech Engn & Automat, Dalian, Peoples R China

来源：

PROCEEDINGS OF 2019 IEEE 7TH INTERNATIONAL CONFERENCE ON COMPUTER SCIENCE AND NETWORK TECHNOLOGY (ICCSNT 2019) | 2019年

关键词：

fiber reinforced FRP; adhesive layer; finite element;

D O I：

10.1109/iccsnt47585.2019.8962451

中图分类号：

TP301 [理论、方法];

学科分类号：

081202 ;

摘要：

The finite element method was adopted for investigation, the effects on the performance of the fiber reinforced polymer composite materials strengthened concrete structure. The finite element formula was conducted in terms of Mindlin first order shear deformational theory. And then the effects of the bond layer length, the width and numbers of bond layers adhesive fiber reinforced polymer on the the interfacial performance were discussed. Numerical results show that bond layer parameters of FRP strengthened concrete interface can affect adhesive performance.

引用

页码：22 / 25

页数：4

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