“…The work‐hardening process can be well described by the ESH model: [
12,13 ]
where σ is the true stress, ε is the true strain, σ s is the saturation strength, indicating a limiting flow stress when ε approaches infinite, σ r is the residual strength from the yield strength to the saturation strength, representing the strain‐hardening capacity, and n is the strain‐hardening exponent, which is closely related to the annihilation distance of dislocations ( Figure ).…”