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BS 5400

diagram of BS 5400 with tension and compression slopes defined

In tension the initial slope is defined by the elastic modulus, EE, until the stress reaches kefydk_ef_{yd}. The slope then reduces until the material is fully plastic, fyd,f_{yd}, at ε=εoff+fyd/E\varepsilon=\varepsilon_{off}+f_{yd/E}. Post-yield the stress remains constant until the failure strain, εu\varepsilon_u, is reached. For BS5400 ke=0.8k_e=0.8 and εoff=0.002\varepsilon_{off}=0.002.

In compression the initial slope is defined by the elastic modulus, EE, until the stress reaches kefydk_ef_{yd} or a strain of εoff\varepsilon_{off}. It then follows the slope of the tension curve post-yield and when the strain reaches εoff\varepsilon_{off} the stress remains constant until failure.