Slip-resistant bolted connections under freeze-thaw cycles and low temperature

被引:1
|
作者
Fuente-Garcia, A. [1 ]
Serrano-Lopez, M. A. [1 ]
Lopez-Colina, C. [1 ]
Lopez-Gayarre, F. [1 ]
机构
[1] Univ Oviedo, EPS Engn, Dept Construct, Campus Viesques, Gijon 33203, Spain
来源
STEEL AND COMPOSITE STRUCTURES | 2023年 / 48卷 / 03期
关键词
freeze-thaw cycles; low temperature; preloaded bolts; slip critical connections; surface treatment; STRENGTH; STEEL; BEHAVIOR; DESIGN; JOINTS;
D O I
10.12989/scs.2023.48.3.251
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There are many examples of steel structures subjected to severe environmental conditions with bolted connections directly exposed to extreme climatic agents such as freeze-thaw cycles or low temperatures. Some examples are: steel bridges, mining transfer towers, wind towers... These service conditions neither are included in Eurocode 3 or EN1090-2, nor there are references in other international standards. In this experimental research, 46 specimens of non-slip joints with HV M20 bolts and four different types of contact surfaces have been studied. Half of the specimens were subjected to fourteen twelve-hours freeze thaw cycles, with periodic immersion in water and temperature oscillation. Subsequently, half of the connections were subjected to a slip test under monotonic load at temperature of-20 +/- 0.5 oC and the other half at room temperature. The results were compared with others equal joints not subjected to freeze-thaw cycles and kept at room temperature for the same time. This finally resulted in 4 sets of joints by combining the freeze-thaw degradation or not with the low-temperature conditions or not in the slip testing. Therefore, a total of 16 different conditions were studied by also considering 4 different contact surfaces between the joined plates in each set. The results obtained show influence of environmental conditions on the slip resistant capacity of these joints.
引用
收藏
页码:251 / 262
页数:12
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