Structural Performance of Smart CFRP-FBG Reinforced Steel Beams

作     者：Huaping Wang Tao Song Hengyang Li Siyuan Feng 

作者机构：School of Civil Engineering and MechanicsLanzhou UniversityLanzhouGansu730000China Key Lab of Structures Dynamic Behavior and Control(Harbin Institute of Technology)Ministry of EducationHarbinHeilongjiang150090China 

出 版 物：《Journal of Architectural Environment & Structural Engineering Research》 (建筑环境与结构工程研究（英文）)

年 卷 期：2020年第3卷第4期

页      面：9-15页

学科分类：08[工学] 0805[工学-材料科学与工程（可授工学、理学学位）] 080502[工学-材料学] 

基　　金：The work described in this paper was supported by the National Natural Science Foundation of China(Grant No.51908263) Double First-Class(First-Class University&First-Class Disciplines)Funds of Lanzhou University(Grant No.561119201) the Fundamental Research Funds for the Central Universities(Grant No.lzujbky-2020-56) Key Laboratory of Structures Dynamic Behavior and Control(Ministry of Education)in Harbin Institute of Technology(Grant No.HITCE201901) 

主　　题：CFRP reinforced beam Interfacial interaction Smart CFRP-FBG plate Deflection Experimental investigation 

摘      要：Many beam structures suffer from gradual performance degradation with the increase of service *** recover the bearing capacity of these beams,carbon fiber reinforced polymer(CFRP)plates are developed to attached on the beam *** check the structural performance of the CFRP reinforced beams,smart CFRP plate with FBGs in series is designed and LVDTs are adopted to measure the *** deflection of the reinforced beam is given based on the elastic conversion cross-section *** experimental results validate the effectiveness of the proposed *** study shows that the CFRP reinforced zone has a larger flexural rigidity than the pure steel beam *** general distribution of the deflection along the span of the CFRP reinforced beam can be described by the proposed *** provides a scientific design guidance for the deflection control of CFRP reinforced structures.