首页|930Mpa级大直径高强冷滚压螺纹预应力钢筋S-N曲线研究

930Mpa级大直径高强冷滚压螺纹预应力钢筋S-N曲线研究

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考虑大直径钢筋横截面材料不均匀问题及钢筋螺纹根部应力集中,对 930 MPa级的 75 mm直径高强冷滚压螺纹预应力钢筋横截面不同位置材料开展了单轴拉伸及疲劳性能试验研究,并对全尺寸钢筋进行单轴拉伸有限元数值模拟,以分析螺纹根部应力集中,基于计算结果及疲劳试验数据,修正得到了适用于930 MPa级 75 mm直径高强冷滚压螺纹预应力钢筋的S-N曲线.结果表明:大直径高强冷滚压螺纹预应力钢筋单轴拉伸应力-应变曲线无屈服平台,930 MPa级的 75 mm直径钢筋横截面材性存在显著差异;螺纹根部存在明显的应力集中,应力集中系数约为 1.74;平均应力为 700 MPa时,其疲劳性能与GB 50017-2017《钢结构设计标准》中考虑尺寸效应的Z11 曲线接近.
Research on S-N Curves of 930 MPa Large-Diameter High-Strength Cold-Rolled Threaded Prestressed Steel Rebars
Considering the problem of uneven cross-section of material of large-diameter steel rebars and the stress concentration at the root of thread rebars,the paper carried out an experimental study of uniaxial tensile and fatigue properties of materials at different positions of the cross-section of 930 MPa grade 75 mm diameter high-strength cold-rolled threaded prestressed steel rebars,and carried out a finite element numerical simulation of full-size steel rebars under uniaxial tensile to analyze the stress concentration at the thread root.The results showed that there was no yield platform in the stress-strain curves of large-diameter high-strength cold-rolled threaded prestressed steel rebars under uniaxial tensile,and there were significant differences in the cross-sectional material properties of the 930 MPa grade 75 mm diameter steel rebars.There was an obvious stress concentration at the thread root,and the stress concentration coefficient was about 1.74,and the fatigue properties was very close to the Z11 curve considering the size effect in the Steel Structure Design Standard(GB 50017-2017)when the average stress was 700 MPa.

cold-rolled threadslarge-diameter prestressed steel rebarsmechanical propertiesstress concentrationfatigue properties

李宇欢、常好诵、傅彦青、任志宽、常海林

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中冶检测认证有限公司,北京 100088

西南交通大学土木工程学院,成都 610031

中冶建筑研究总院有限公司,北京 100088

冷滚压螺纹 大直径预应力钢筋 力学特性 应力集中 疲劳性能

国家自然科学基金项目国家重点研发计划课题

520785082022YFB3706403

2024

工业建筑
中冶建筑研究总院有限公司

工业建筑

CSTPCD
影响因子:0.72
ISSN:1000-8993
年,卷(期):2024.54(1)
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