# What is the use of secant modulus?

Secant modulus is defined as the slope of a line connecting the origin and a specified point (like yield point) in stress-strain diagrams. Instead of elastic modulus, which is the slope of the tangent line at origin, the secant line connects the origin and yield point. But what is the purpose of this method? I know this is used to approximate the behaviour of materials at the nonlinear region, but why do we use secant modulus instead of tangent modulus near the yield point? Tangent near the yield point would probably approximate much better. The secant modulus method seems hugely inaccurate to me.

• How do you plan on defining yield point in order to decide what the tangent modulus at it is? (Especially with materials with a gradual roll-off and no pronnounced knee.) Secant modulus provides you with an 'average' behaviour across a region of interest (provided you define your point appropriately). On your diagram, assuming your structure is working in the zero to A region, doing linear elastic calcs using Es will in most cases get you a closer-to-true deflection than using tangent E at A, or tangent E at zero, or tangent E at elastic limit. It's just a convenient pragmatic approximation. – achrn Oct 13 '20 at 15:18