Tensile and Low-Cycle Fatigue Properties of HTRB630 High-Strength Steel Bars after Exposure to High Temperatures

被引:1
作者
Zhuang, Mei-Ling [1 ]
Gao, Li [2 ,3 ]
Sun, Chuanzhi [2 ,3 ]
Long, Hao [1 ]
Su, Shizhe [1 ]
机构
[1] Nantong Univ, Sch Transportat & Civil Engn, Nantong 226019, Peoples R China
[2] Suqian Coll, Sch Civil Engn & Architecture, Suqian 223800, Peoples R China
[3] Suqian Coll, Jiangsu Prov Engn Res Ctr Prefabricated Bldg & In, Suqian 223800, Peoples R China
关键词
Heat-treated ribbed bar 630 (HTRB630) high-strength steel bars; Exposure to high temperatures; Metallographic structures; Tensile properties; Low-cycle fatigue properties; Failure performances; MECHANICAL-PROPERTIES; BEHAVIOR; COLLAPSE;
D O I
10.1061/JMCEE7.MTENG-16790
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Heat-treated ribbed bar 630 (HTRB630) is a new type of reinforcing steel produced in China. The tensile properties and low-cycle fatigue properties of HTRB630 high-strength steel bars after exposure to high temperature are crucial for the seismic performance of reinforced concrete structures potentially subjected to fire. With this aim, HTRB630 high-strength steel bar specimens were heated to high temperatures (200 degrees C, 400 degrees C, 600 degrees C, and 800 degrees C), and cooled to the room temperature by water. The appearance and microstructures of the specimens with different exposure temperatures were observed. The tensile tests and different constant strain amplitude low-cycle fatigue tests were carried out. Test results indicated that the specimens exposed to high temperature below 600 degrees C had good tensile properties and low-cycle fatigue properties. Variations of the metallographic structures of the specimens resulted in different tensile properties and different low-cycle fatigue properties. After exposure to the same temperature, as the strain amplitude increased, the shape of the hysteresis curve of the specimen was fuller, its plastic strain amplitude and plastic strain range and elastic strain range ratio increased, its maximum stress per cycle increased slightly, its softening characteristic was more obvious, and its residual dissipated energy density decreased. All specimens performed ductile fracture failures. Therefore, HTRB630 high-strength steel bars have broad application prospects in antifire reinforced concrete structures.
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页数:15
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