@article{oai:fukuyama-u.repo.nii.ac.jp:00008070,
 author = {寺井, 雅和},
 journal = {福山大学工学部紀要},
 month = {Oct},
 note = {P(論文), In FEM analysis of softening path, it is widely known that mesh size and shape of element noticeably cause mesh dependence problem. This paper shows that the mesh dependence can be avoided by mean of finite element with the fracture energy criterion. By FEM with the fracture energy criterion, various numerical simulations of uni-axial compressive concrete's members demonstrate. The result of this analysis is in agreement with the experimental value, and no mesh dependence is confirmed by this method.},
 pages = {69--73},
 title = {破壊エネルギ基準によるコンクリートの有限要素解析},
 volume = {24},
 year = {2000}
}