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Table 2 Numerical simulation compressive stress properties of specimens 36C2–36C4

From: Tensile Test and Numerical Simulation Investigations on the Mechanical Properties of a New Type of Slightly Curved Arc HRB400 Steel Bars in Mass Concrete

Specimen no.

Stress–strain curves

\(\overline{\sigma }\) (MPa)

When the maximum compressive stress exceeds the material yield strength

When calculating divergence

36C1

Concave toward strain axis

− 35.0

− 45.0

36C2

Concave toward strain axis

− 40.0

− 55.0

36C3

Concave toward strain axis

− 65.0

− 70.0

36C4

Concave toward strain axis

− 50.0

− 70.0