@article{oai:fukuyama-u.repo.nii.ac.jp:00008086,
 author = {寺井, 雅和},
 journal = {福山大学工学部紀要},
 month = {Dec},
 note = {P(論文), This paper presents a numerical analysis of the size effect on the shear strength of RC beams, and some problems are discussed in this study. The numerical model is verified using two-dimension nonlinear finite element analysis, which is applied to the simulation of RC members in flexure and shear failure. Three RC beams which the size differs are analyzed using this FEM. The consideration shows that, in order to evaluate an analysis result appropriately, it is necessary to judge synthetically as compared with various index values, such as strain of reinforcement, strain of concrete, destructive mode, a crack situation and so on.},
 pages = {49--54},
 title = {コンクリート構造部材の寸法効果に関する有限要素解析},
 volume = {25},
 year = {2001}
}