FRP-Concrete-Steel Double-Skin Tubular Columns with UHPC and ECC: Concept and Compressive Behavior under Concentric Loading

Chen，G. M.1; Lin，Z. H.1; Liu，Q.1; Lin，Guan2; Xiong，Y.1; Guo，Y. Z.1

2023-06-01

10.1061/JCCOF2.CCENG-4086

JOURNAL OF COMPOSITES FOR CONSTRUCTION   影响因子和分区

1090-0268

1943-5614

This study presents the results of a comprehensive experimental program on the compressive behavior of hybrid fiber-reinforced polymer (FRP)-concrete-steel double-skin tubular columns (DSTCs) filled with ultrahigh-performance concrete (UHPC) or engineered cementitious composites (ECC). The use of UHPC or ECC, being a novel engineering material with unique characteristics, leads to many advantages of such hybrid DSTCs compared with conventional hybrid DSTCs with normal strength concrete (NSC). Particularly, the tendency of cracking of the FRP tube and NSC in conventional hybrid DSTCs could be reduced through the use of ECC with high tensile ductility and high tensile toughness, leading to excellent corrosion resistance. To understand the compressive behavior of DSTCs with UHPC or ECC, 12 DSTC specimens with different types of concretes (i.e., NSC, UHPC, and ECC) were prepared and tested, and the test results are presented in this paper. The test results demonstrated that DSTC specimens with UHPC or ECC could exhibit highly ductile behavior when a sufficiently large FRP confinement is provided, but the expected beneficial effects of fibers in UHPC or ECC are insignificant in the axial compressive behavior of DSTC specimens. Finally, the axial load resistances of different components of the test hybrid DSTC specimens were investigated, which demonstrated the beneficial effect of interaction of different components in the hybrid system, especially for DSTC-NSC and DSTC-ECC specimens.

Compressive behavior Double-skin tubular columns (DSTCs) Engineered cementitious composites (ECC) Fiber-reinforced polymer (FRP) Ultrahigh-performance concrete (UHPC)

SCI ; EI

英语

通讯

National Natural Science Foundation of China[51978261] ; Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology[2021B1212040003] ; Research Grants Council of the Hong Kong Special Administrative Region, China[25203420]

Engineering ; Mechanics ; Materials Science

Engineering, Civil ; Mechanics ; Materials Science, Composites

WOS:000971062700001

ASCE-AMER SOC CIVIL ENGINEERS

20230913642700

Corrosion resistance ; Filled polymers ; High performance concrete ; Hybrid systems ; Reinforced concrete ; Steel corrosion ; Steel fibers

Concrete:412 ; Metals Corrosion:539.1 ; Steel:545.3 ; Fiber Products:819.4 ; Mathematics:921 ; Materials Science:951

MATERIALS SCIENCE

2-s2.0-85148686974

Scopus

1.State Key Laboratory of Subtropical Building Science,South China Univ. of Technology,Guangzhou,510641,China
2.Dept. of Ocean Science and Engineering,Southern Univ. of Science and Technology,Shenzhen,Guangdong,518055,China

Chen，G. M.,Lin，Z. H.,Liu，Q.,et al. FRP-Concrete-Steel Double-Skin Tubular Columns with UHPC and ECC: Concept and Compressive Behavior under Concentric Loading[J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION,2023,27(3).

Chen，G. M.,Lin，Z. H.,Liu，Q.,Lin，Guan,Xiong，Y.,&Guo，Y. Z..(2023).FRP-Concrete-Steel Double-Skin Tubular Columns with UHPC and ECC: Concept and Compressive Behavior under Concentric Loading.JOURNAL OF COMPOSITES FOR CONSTRUCTION,27(3).

Chen，G. M.,et al."FRP-Concrete-Steel Double-Skin Tubular Columns with UHPC and ECC: Concept and Compressive Behavior under Concentric Loading".JOURNAL OF COMPOSITES FOR CONSTRUCTION 27.3(2023).