Energy Fatigue Characteristic of C45 Steel Subjected to Cyclic Bending
p.147
p.147
About Fatigue Tests End Criterion in Elevated Temperatures
p.153
p.153
Effect of Temperature Changes on the Waveform of Fatigue Damage Accumulation
p.160
p.160
Cleavage Fracture of Ultra-High-Strength Steels. Microscopic Observations. Numerical Analysis. Local Fracture Criterion
p.168
p.168
Master Curve of High-Strength Ferritic Steel S960-QC
p.178
p.178
Numerical Analysis of the Failure Processes of Plates Made of S 960 QC Steel
p.184
p.184
Temperature Influence on σ0 and n Characteristics in the R-O Relationship for High-Strength Steel
p.190
p.190
Influence of the Mean Load Value in Fatigue Block Loading on Strains
p.195
p.195
Modification of Zenner and Liu Criterion due to Non-Proportionality of Fatigue Load by Means of MCE Approach
p.201
p.201
Master Curve of High-Strength Ferritic Steel S960-QC
Abstract:
In the paper, the master curve for the high-strength steel S960-QC is derived. It turns out that the mathematical form of the classical master curve can be preserved. However, some coefficients must be changed. The new formula does not contain the influence of the specimen thickness on fracture toughness. The explanation of this observation is proposed.
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Info:
Periodical:
Key Engineering Materials (Volume 598)
Pages:
178-183
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Online since:
January 2014
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