juancervi
New member
- Oct 2, 2013
- 7
Greetings!
Currently I'm analyzing birdstrike in external installations added to a FAR 25 aircraft. The approach is ABAQUS Explicit, SPH for the BIRD (EoS, bird ressults validated against AFFDL reports, etc.), elastoplastic behavior of the aircraft structure (Johnson Cook Plasticity, Johnson cook Damage). The thing is that I have taken the Mesh used for the static analysis, which uses bar elements to represent the fasteners and the loads in the attachment elements are really high, so is there any special reccomendation modelling joints for this dynamic analises? shall I connect the mesh drectly (plates with plates, no bar elements for the fasteners). Is there any recommended strategy using ABAQUS conectors? The goal of my analysis is to show that the added structure will take some localized damage and deformation, but it won't detach from the structure.
Currently I'm analyzing birdstrike in external installations added to a FAR 25 aircraft. The approach is ABAQUS Explicit, SPH for the BIRD (EoS, bird ressults validated against AFFDL reports, etc.), elastoplastic behavior of the aircraft structure (Johnson Cook Plasticity, Johnson cook Damage). The thing is that I have taken the Mesh used for the static analysis, which uses bar elements to represent the fasteners and the loads in the attachment elements are really high, so is there any special reccomendation modelling joints for this dynamic analises? shall I connect the mesh drectly (plates with plates, no bar elements for the fasteners). Is there any recommended strategy using ABAQUS conectors? The goal of my analysis is to show that the added structure will take some localized damage and deformation, but it won't detach from the structure.