Slip-resistant bolted connections under freeze-thaw cycles
and low temperature
A. Fuente-Garcia,M.A. Serrano-López,C. Lopez-Colina,F. Lopez-Gayarre
Abstract
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 freezethaw 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 °C 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.
A. Fuente-Garcia, M.A. Serrano-López, C. Lopez-Colina and F. Lopez-Gayarre: EPS Engineering, Dep. Construction, University of Oviedo, Campus de Viesques, 33203 Gijon, Spain
PDF Viewer
Preview is limited to the first 3 pages. Sign in to access the full PDF.