Experiments on the flexural behavior of full-scale PC box girders with service damage strengthened by prestressed CFRP plates

被引：4

作者：

Duan, Lan ^{[1
]}

Wang, Chunsheng ^{[1
]}

Bruehwiler, Eugen ^{[2
]}

Wang, Qian ^{[1
]}

机构：

[1] Changan Univ, Sch Highway, Dept Bridge Engn, Xian 710064, Peoples R China

[2] Ecole Polytech Fed Lausanne EPFL, Lab Maintenance & Safety Struct MCS, Stn 18, CH-1015 Lausanne, Switzerland

来源：

COMPOSITE STRUCTURES | 2023年 / 312卷

关键词：

Full-scale PC box girder; Prestressed CFRP plate; Composite RC layer; Flexural behavior; Hybrid strengthening measures; REINFORCED POLYMER COMPOSITES; RC BEAMS; CONCRETE;

D O I：

10.1016/j.compstruct.2023.116864

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

Two full-scale PC box girders with typical damage were derived from an in-situ bridge that was in service about 20 years, to understand the strengthening effects of prestressed CFRP plates for the entire bottom slab, casting of a RC layer in composite action with the entire top slab and steel plates anchored on the webs of the shear span. The flexural tests were conducted on the two full-scale PC box girders with and without strengthening measures, and comparative analysis was conducted regarding flexural capacity, failure mechanism, rigidity, ductility and overall structural behavior. The test results showed that the strengthening measures improved the girder rigidity by 40 % before reaching cracking state and increased the yielding and ultimate capacity by 39 % and 28% respectively. The theoretical analysis was conducted to discuss failure modes for PC box girder strengthened by prestressed CFRP plates. Theoretical equations are derived to calculate the flexural capacity of strengthened PC box girder according to typical failure modes. Good agreement with tested results was obtained. The strengthening design of the prestressing CFRP plate was verified by application in a PC box girder bridge.

引用

页数：14