@article{oai:kanazawa-u.repo.nii.ac.jp:00011752,
 author = {Hasaba, Shigemasa and Saito, Mitsuru and Kawamura, Mitsunori and 枷場, 重正 and 斉藤, 満 and 川村, 満紀},
 issue = {1},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Jun},
 note = {It is important to understand the tensile strength characteristic of concrete as a fundamental mechanical property. In this study, to clarify the fracture mechanism of concrete under the splitting loads, the stress analyses were carried out for the model concrete under the splitting loads by photoelastic and finite element methods. In the finite element analysis, complete bond is assumed between the model aggregates and the matrix. The model concrete specimens used include two model aggregates with various shapes. 
The major conclusions obtained are as follows:
(1)	The existence of aggregates complicates the stress distribution in the model concrete ; shape as well as position of the aggregates embedded in the matrix has a great influence on the stress distribution around the aggregates.
(2)	Extremely high tensile stress occurs within the angular aggregates.},
 pages = {39--49},
 title = {圧裂載荷下におけるモデルコンクリ-ト中の応力分布について},
 volume = {11},
 year = {1977}
}