Study on the durability and mechanical properties of carbon fiber reinforced concrete for shaft lining under chloride salt freeze-thaw coupling environment.

The static compressive strength of both OC and CFRC specimens shows an increasing trend followed by a decrease with an increase in the number of freezing–thawing cycles.

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With an increase in the number of freezing–thawing cycles, the peak stress of both OC and CFRC specimens shows a decreasing trend, and the decrease in peak stress becomes more pronounced with an increasing number of freezing–thawing cycles.

also in 47,180 other papers