M-THETA METHOD ON MODE I AND II FAILURE OF TWO CAMEROONIAN HARDWOODS IN BENDING

Hervice Kouefouet (1) , Jeanne Sandrine Takam Mabekou (1) , Joseph Albert Fosting Mukam (2) , Pierre Kisito Talla (1) , Rostand Moutou Pitti (3, 4)

1 Université de Dschang
2 UY1 - Université de Yaoundé I
3 CENAREST - Centre national de la recherche scientifique et technologique
4 IP - Institut Pascal

This work deals with the numerical simulation on bending test to characterize two Cameroonian hardwoods under mode I and II loading for different crack lengths. The finite element analysis for fracture in orthotropic medium is developed. The algorithm of fracture is introduced in a finite element software Cast3M. According to the Mtheta method, the calculation of the stress intensity factors and the energy release rate for pure mode I and II fracture are deduced using a SENB (Single Edge Notch Bending) specimen. The path independence of Mθ-method on the specimen is confirmed.

Mots clés: Mode I and II failure; Mtheta method; Finite element analysis; SENB specimen I

Domaines: Structures; Construction durable; Matériaux; Matériaux composites et construction

Hervice Kouefouet, Jeanne Sandrine Takam Mabekou, Joseph Albert Fosting Mukam, Pierre Kisito Talla, Rostand Moutou Pitti. M-THETA METHOD ON MODE I AND II FAILURE OF TWO CAMEROONIAN HARDWOODS IN BENDING. European Journal of Engineering Research and Science, 2019, 4 (3), pp.176-182. ⟨10.24018/ejers.2019.4.3.1175⟩. ⟨hal-03037215⟩