Numerical Modeling of Transversely Isotropic Elastic Material at Small and Finite Strains

Compaction behaviour of continuous fibre-reinforced thermoplastic composites under rapid processing conditions

“…The 𝑵 0 = 𝒏 0 ⊗ 𝒏 0 𝒏 0 material parameters and in eqn. (10) can be expressed as a function of the engineering constants 𝛽 𝜇 𝐿 [75]. is used to control the compressibility of the material through a penalty method and is further 𝜆 discussed in section A. .…”