high strain rate concrete; blast simulation; failure strain; mesh-dependency; fracture energy; 고율변형 콘크리트; 폭발수치해석; 파괴변형률; 요소(mesh)의존성; 파괴에너지
한국전산구조공학회논문집, v.30, no.2, pp.137 - 144
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.