Combination form analysis and experimental study of mechanical properties on steel sheet glass fiber reinforced polymer composite bar

被引:3
作者
Wu, Chao [1 ,2 ,3 ]
He, Xiongjun [1 ,2 ]
He, Li [4 ]
Zhang, Jing [5 ]
Wang, Jiang [6 ]
机构
[1] Wuhan Univ Technol, Sch Transportat & Logist Engn, Wuhan 430063, Peoples R China
[2] Hubei Prov Highway Engn Res Ctr, Wuhan 430063, Peoples R China
[3] Univ Lisbon, CERIS, Inst Super Tecn, P-1049001 Lisbon, Portugal
[4] Guizhou Inst Technol, Sch Civil Engn, Guiyang 550003, Peoples R China
[5] China Railway Major Bridge Reconnaissance & Desig, Wuhan 430056, Peoples R China
[6] WISDRI Engn & Res Inc Ltd, Wuhan 430023, Peoples R China
基金
中国国家自然科学基金;
关键词
steel sheet GFRP composite bar; combination form; numerical modeling; mechanical properties test; strength; CONCRETE BEAMS; HYBRID GFRP; FRP; PERFORMANCE; BEHAVIOR; DESIGN; REBARS;
D O I
10.1007/s11709-021-0743-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The concept of steel sheet glass fiber reinforced polymer (GFRP) composite bar (SSGCB) was put forward. An optimization plan was proposed in the combined form of SSGCB. The composite principle, material selection, and SSGCB preparation technology have been described in detail. Three-dimensional finite element analysis was adopted to perform the combination form optimization of different steel core structures and different steel core contents based on the mechanical properties. Mechanical tests such as uniaxial tensile, shear, and compressive tests were carried out on SSGCB. Parametric analysis was conducted to investigate the influence of steel content on the mechanical properties of SSGCB. The results revealed that the elastic modulus of SSGCB had improvements and increased with the rise of steel content. Shear strength was also increased with the addition of steel content. Furthermore, the yield state of SSGCB was similar to the steel bar, both of which indicated a multi-stage yield phenomenon. The compressive strength of SSGCB was lower than that of GFRP bars and increased with the increase of the steel core content. Stress-strain curves of SSGCB demonstrated that the nonlinear-stage characteristics of SSGCB-8 were much more obvious than other bars.
引用
收藏
页码:834 / 850
页数:17
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