模拟7B04铝合金表面涂层破损,采用电化学试验研究7B04铝合金在不同环境条件下的自腐蚀与点蚀行为,基于电偶腐蚀数学模型,通过有限元法分析7B04铝合金与TA15钛合金接触后发生点蚀的条件。结果表明:7B04铝合金点蚀电位受Cl^-浓度和pH值的...模拟7B04铝合金表面涂层破损,采用电化学试验研究7B04铝合金在不同环境条件下的自腐蚀与点蚀行为,基于电偶腐蚀数学模型,通过有限元法分析7B04铝合金与TA15钛合金接触后发生点蚀的条件。结果表明:7B04铝合金点蚀电位受Cl^-浓度和pH值的影响,在NaCl质量分数>10%的中性溶液及NaCl质量分数为3.5%的酸性溶液中,自腐蚀状态下7B04铝合金即可发生点蚀;7B04铝合金与TA15钛合金接触后,电位升高,增加了发生点蚀的可能性,在NaCl质量分数为3.5%的中性溶液中,当阴阳极面积比≥40时,7B04铝合金发生点蚀的萌生并进一步扩展;7B04铝合金电位随阴阳极距离的增大而下降,但幅度有限,在10 m的距离内下降不超过2 m V。展开更多
采用模拟多孔材料拉伸试验,建立了含孔洞型损伤管线钢的宏观力学性能退化规律模型。结果表明：管线钢的弹性模量和屈服强度随孔隙率的增大而显著降低,对于X70管线钢,当孔隙率达到50%时,材料表观弹性模量和屈服强度降为零。基于损伤理论...采用模拟多孔材料拉伸试验,建立了含孔洞型损伤管线钢的宏观力学性能退化规律模型。结果表明：管线钢的弹性模量和屈服强度随孔隙率的增大而显著降低,对于X70管线钢,当孔隙率达到50%时,材料表观弹性模量和屈服强度降为零。基于损伤理论,将用于评价体积型缺陷的API RP 579公式进行了改进,建立了点腐蚀损伤管道的剩余强度评价公式。算例分析结果表明：将点腐蚀缺陷简化为局部腐蚀缺陷,其保守程度随点腐蚀深度增加而增大,当最大点腐蚀深度小于t/10时,这种简化处理在工程上可以接受。展开更多
Tubular members subject to combined pitting corrosion and crack damage were numerically studied to clarify the reduction of ultimate strength and failure behavior,based on numerical models validated against available ...Tubular members subject to combined pitting corrosion and crack damage were numerically studied to clarify the reduction of ultimate strength and failure behavior,based on numerical models validated against available experi-ments.The effects of length,location and inclined angle of a crack under combined damage were studied to disclose the mechanism of interaction between the crack and corrosion pits.The methods,named as linear superposition directly accumulating the effects of solo crack and solo pitting damage,as well as crack projection transferring an inclined crack to a transverse one,were discussed and verified in the view of assessing ultimate strength of tubular members with combined damage.It was shown that the former is practical but complex while the next always over-estimates the residual strength.Besides,the location and inclined angle of a crack have a subtle effect on the reduction of ultimate strength under combined damage,especially at higher level of pitting damage,due to the synergistic effect between corrosion pits and cracks.Such effect can lead to early occurrence of plasticity and local buckling by inducing stress interaction between crack tips and pits,and causing more significant strength reduction compared with a solo type of damage.A practical method was proposed to determine the loss ratio of cross-sectional area on the equivalent weakest section of a damaged member.Based on the loss ratio,a formula was presented to predict the ultimate strength of damaged members with combined damage,showing good applicability.展开更多
In order to solve the problem of calculating the ultimate strength of marine plate under pitting corrosion,the plate taking from marine with pitting corrosion was studied. Based on the data of pitting corrosion record...In order to solve the problem of calculating the ultimate strength of marine plate under pitting corrosion,the plate taking from marine with pitting corrosion was studied. Based on the data of pitting corrosion recorded,the concept of pitting corrosion characteristic element matrix was proposed to describe the distribution and the forms of pitting. Moreover,the model of sensitivity calculation was established to analyse the sensitivity of pitting corrosion characteristic elements for the ultimate bearing capacity of ship structural plate. A new approach was proposed to calculate the ultimate strength of pitting damaged ship structural plate under combined loads based on the factor of rigidity reduction. Simultaneously this new approach was proven to be validated by finite element simulation. Finally,formula of ultimate strength of pitting damaged ship hull plate was established by series of numerical calculations based on the approach,and the reliability of the formula was validated as well.展开更多
文摘模拟7B04铝合金表面涂层破损,采用电化学试验研究7B04铝合金在不同环境条件下的自腐蚀与点蚀行为,基于电偶腐蚀数学模型,通过有限元法分析7B04铝合金与TA15钛合金接触后发生点蚀的条件。结果表明:7B04铝合金点蚀电位受Cl^-浓度和pH值的影响,在NaCl质量分数>10%的中性溶液及NaCl质量分数为3.5%的酸性溶液中,自腐蚀状态下7B04铝合金即可发生点蚀;7B04铝合金与TA15钛合金接触后,电位升高,增加了发生点蚀的可能性,在NaCl质量分数为3.5%的中性溶液中,当阴阳极面积比≥40时,7B04铝合金发生点蚀的萌生并进一步扩展;7B04铝合金电位随阴阳极距离的增大而下降,但幅度有限,在10 m的距离内下降不超过2 m V。
文摘采用模拟多孔材料拉伸试验,建立了含孔洞型损伤管线钢的宏观力学性能退化规律模型。结果表明：管线钢的弹性模量和屈服强度随孔隙率的增大而显著降低,对于X70管线钢,当孔隙率达到50%时,材料表观弹性模量和屈服强度降为零。基于损伤理论,将用于评价体积型缺陷的API RP 579公式进行了改进,建立了点腐蚀损伤管道的剩余强度评价公式。算例分析结果表明：将点腐蚀缺陷简化为局部腐蚀缺陷,其保守程度随点腐蚀深度增加而增大,当最大点腐蚀深度小于t/10时,这种简化处理在工程上可以接受。
基金supported by the National Natural Science Foundation of China(Grant No.51879124)。
文摘Tubular members subject to combined pitting corrosion and crack damage were numerically studied to clarify the reduction of ultimate strength and failure behavior,based on numerical models validated against available experi-ments.The effects of length,location and inclined angle of a crack under combined damage were studied to disclose the mechanism of interaction between the crack and corrosion pits.The methods,named as linear superposition directly accumulating the effects of solo crack and solo pitting damage,as well as crack projection transferring an inclined crack to a transverse one,were discussed and verified in the view of assessing ultimate strength of tubular members with combined damage.It was shown that the former is practical but complex while the next always over-estimates the residual strength.Besides,the location and inclined angle of a crack have a subtle effect on the reduction of ultimate strength under combined damage,especially at higher level of pitting damage,due to the synergistic effect between corrosion pits and cracks.Such effect can lead to early occurrence of plasticity and local buckling by inducing stress interaction between crack tips and pits,and causing more significant strength reduction compared with a solo type of damage.A practical method was proposed to determine the loss ratio of cross-sectional area on the equivalent weakest section of a damaged member.Based on the loss ratio,a formula was presented to predict the ultimate strength of damaged members with combined damage,showing good applicability.
基金Sponsored by the National Natural Science Foundation of China(Grant Nos.51309231 and 51779261)
文摘In order to solve the problem of calculating the ultimate strength of marine plate under pitting corrosion,the plate taking from marine with pitting corrosion was studied. Based on the data of pitting corrosion recorded,the concept of pitting corrosion characteristic element matrix was proposed to describe the distribution and the forms of pitting. Moreover,the model of sensitivity calculation was established to analyse the sensitivity of pitting corrosion characteristic elements for the ultimate bearing capacity of ship structural plate. A new approach was proposed to calculate the ultimate strength of pitting damaged ship structural plate under combined loads based on the factor of rigidity reduction. Simultaneously this new approach was proven to be validated by finite element simulation. Finally,formula of ultimate strength of pitting damaged ship hull plate was established by series of numerical calculations based on the approach,and the reliability of the formula was validated as well.
