作者: Gergely Czél , Meisam Jalalvand , Michael R. Wisnom , Luis P. Canal , Carlos D. González
DOI: 10.1016/J.ENGFRACMECH.2015.06.060
关键词: Fracture test 、 Mode (statistics) 、 Materials science 、 Linear variable differential transformer 、 Stress level 、 Shear (geology) 、 Law 、 High resolution 、 Composite number 、 Ultimate tensile strength 、 Composite material
摘要: A novel mode II fracture test setup based on a simple tensile loading scenario with discontinuous ply specimen is proposed in the paper as first step towards determination of cohesive law composite layer interfaces. Key outputs procedure are full displacement fields obtained by correlation high resolution SEM images taken during in-situ tests. Analysis at subsequent stress levels allow for unique analysis damage zone and direct jumps across interface. The next phase work evaluation shear stresses interface necessary to determine law.