Tensile and Low-Cycle Fatigue Properties of HTRB630 High-Strength Steel Bars after Exposure to High TemperaturesSource: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002::page 04023563-1DOI: 10.1061/JMCEE7.MTENG-16790Publisher: ASCE
Abstract: 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°C, 400°C, 600°C, and 800°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°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.
|
Collections
Show full item record
| contributor author | Mei-Ling Zhuang | |
| contributor author | Li Gao | |
| contributor author | Chuanzhi Sun | |
| contributor author | Hao Long | |
| contributor author | Shizhe Su | |
| date accessioned | 2024-04-27T22:59:16Z | |
| date available | 2024-04-27T22:59:16Z | |
| date issued | 2024/02/01 | |
| identifier other | 10.1061-JMCEE7.MTENG-16790.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4297993 | |
| description abstract | 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°C, 400°C, 600°C, and 800°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°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. | |
| publisher | ASCE | |
| title | Tensile and Low-Cycle Fatigue Properties of HTRB630 High-Strength Steel Bars after Exposure to High Temperatures | |
| type | Journal Article | |
| journal volume | 36 | |
| journal issue | 2 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/JMCEE7.MTENG-16790 | |
| journal fristpage | 04023563-1 | |
| journal lastpage | 04023563-15 | |
| page | 15 | |
| tree | Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002 | |
| contenttype | Fulltext |