Sinh1D

Uniaxial Elastic Material Using sinh\sinh

Syntax

material Elastic1D (1) (2) [3]
# (1) int, unique material tag
# (2) double, elastic modulus
# [3] double, density, default: 0.0

Theory

The constitutive equation is defined as

σ=Esinh(ϵ),\sigma=E\sinh(\epsilon),

where EE is the elastic modulus and ϵ\epsilon is the strain.

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