Abstract:We analyze the concept of threshold stress intensity factor K~AC and its importance for the processes of hydrogen-assisted cracking (HAC). We discuss the self-similarity of the zone near the crack tip welldescribed by the stress intensity factors K, indicate the ambiguities encountered in the determination of KHAC and the experimental parameters affecting the thresholds of hydrogen-assisted cracking parallel with K. It is shown that KnA c has the physical meaning of the lower bound of the stress-intensity fact… Show more
“…Low alloy high strength steels are often used as bars or cables in the structures to withstand the prestress. However, in recent years, failure events due to sudden fracture of the high strength steel bars or cables have been frequently reported, and the fracture has been related to hydrogen-assisted cracking (HAC) [1][2][3][4][5][6][7], which is a well-known phenomenon often giving rise to the fracture of many high strength structures containing internal hydrogen or being exposed to hydrogen-containing environments [1][2][3][4][5][6][7].…”
Two screw‐thread pre‐stressed high strength steel bars used in a wind turbine foundation fractured suddenly and unexpectedly after being loaded by a pre‐stress for a number of hours. In this paper, on the one hand, a series of tests were conducted to determine the failure cause of the bars. The results suggest that the failure was caused by hydrogen‐assisted cracking (HAC). An amount of hydrogen had invaded into the bars, and a number of inclusions were found in the bars. The large‐size inclusions caused very high stress concentration around them, consequently resulting in excessive accumulation of hydrogen as the stress can enhance hydrogen diffusion and accumulation. The coexistence of high stress concentration and hydrogen accumulation around inclusions induced HAC, finally causing the failure. On the other hand, based on hydrogen‐influenced cohesive zone modeling (CZM), finite element calculations were performed to simulate the crack initiation in the bars. The results indicate that the CZM has a potential to predict such kind of crack initiation assisted by hydrogen, and can offer a numerical technique to determine whether HAC may occur in an actual inclusion‐ and hydrogen‐containing pre‐stressed high strength steel structure.
“…Low alloy high strength steels are often used as bars or cables in the structures to withstand the prestress. However, in recent years, failure events due to sudden fracture of the high strength steel bars or cables have been frequently reported, and the fracture has been related to hydrogen-assisted cracking (HAC) [1][2][3][4][5][6][7], which is a well-known phenomenon often giving rise to the fracture of many high strength structures containing internal hydrogen or being exposed to hydrogen-containing environments [1][2][3][4][5][6][7].…”
Two screw‐thread pre‐stressed high strength steel bars used in a wind turbine foundation fractured suddenly and unexpectedly after being loaded by a pre‐stress for a number of hours. In this paper, on the one hand, a series of tests were conducted to determine the failure cause of the bars. The results suggest that the failure was caused by hydrogen‐assisted cracking (HAC). An amount of hydrogen had invaded into the bars, and a number of inclusions were found in the bars. The large‐size inclusions caused very high stress concentration around them, consequently resulting in excessive accumulation of hydrogen as the stress can enhance hydrogen diffusion and accumulation. The coexistence of high stress concentration and hydrogen accumulation around inclusions induced HAC, finally causing the failure. On the other hand, based on hydrogen‐influenced cohesive zone modeling (CZM), finite element calculations were performed to simulate the crack initiation in the bars. The results indicate that the CZM has a potential to predict such kind of crack initiation assisted by hydrogen, and can offer a numerical technique to determine whether HAC may occur in an actual inclusion‐ and hydrogen‐containing pre‐stressed high strength steel structure.
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