Fatigue performance of Q420C high-strength steel at room and low temperatures

被引:0
|
作者
Li, Qiyu [1 ]
Huang, Fenghua [1 ]
An, Yi [2 ]
Zang, Xiangsheng [3 ]
Zhang, Dachang [1 ]
机构
[1] Nanjing Tech Univ, Coll Civil Engn, Res Ctr Tower Mast Struct, Nanjing 211816, Peoples R China
[2] Nanjing Tech Univ, Sch Phys & Math Sci, Nanjing 211816, Peoples R China
[3] Nanjing Yangtze River Urban Architectural Design C, Nanjing 211816, Peoples R China
关键词
fatigue; steel; temperature effects; TRANSMISSION TOWER; CRACK-PROPAGATION; FAILURE; CAPACITY; BEHAVIOR; WIND; IRON;
D O I
10.1680/jtran.24.00062
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Steel structures are frequently exposed to the environment with variable temperature, where the fatigue failure of steel is difficult to be predicted. In this paper, the standard Q420C high-strength steel specimens were tested to explore their fatigue performance at room (25 degrees C) and low temperatures (0 degrees C, -15 degrees C and -30 degrees C). Before fatigue tests, the tensile tests have been done, and the results indicate that the yield and ultimate strengths of Q420C steel significantly grew when the temperature decreased. The fatigue behavior of Q420C steel was discussed from different perspectives, including the crack initiation, crack growth, fracture mode and fatigue life. The fatigue failure was observed mainly near the arc transition section of specimen, with the fatigue crack initiated from the surface and internal discontinuity defects. Furthermore, the test fatigue life was compared with the recommended S-N curves provided by specifications from various countries. These comparison results suggest that recommended S-N curves were excessively conservative to evaluate the steel fatigue life at low temperature, leading to a potential economic cost for the steel structures at extremely cold conditions. To avoid needless loss, a calculation method of steel fatigue life considering the effect of low-temperature, stress range and yield strength was proposed.
引用
收藏
页数:32
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