1 |
Gonnerman, H. F., "Effect of Size and Shape of Test Specimen on Compressive Strength of Concrete", ASTM Proceedings, Vol. 25, No. 2, 1925, pp. 237-255.
|
2 |
Blanks, R. F. and McNamara, C. C., "Mass Concrete Tests in Large Cylinder", ACI Journal Proceedings, Vol. 31, No. 1, 1935, pp. 280-303.
|
3 |
Neville, A. M., "A General Relation for Strength of Concrete Specimens of Different Shape and Size", ACI Journal Proceedings, Vol. 63, No. 10, 1966, pp. 1095-1110.
|
4 |
Kim, J. K., Yi, S. T., Park, C. K., and Eo, S. H., "Size Effect on Compressive Strength of Plain and Spirally Reinforced Concrete Cylinders", ACI Structural Journal, Vol. 96, No. 1, 1999, pp. 88-94.
|
5 |
Bazant, Z. P., "Size Effect in Blunt Fracture: Concrete, Rock, Metal," Journal of Engineering Mechanics, ASCE, Vol. 110, No. 4, 1984, pp. 518-535.
DOI
ScienceOn
|
6 |
Bazant, Z. P. and Planas, J., Fracture and Size Effect in Concrete and Other Quasibrittle Materials, CRC Press, 1998.
|
7 |
Kim, J. K. and Eo, S. H., "Size Effect in Concrete Specimens with Dissimilar Initial Cracks", Magazine of Concrete Research, Vol. 42, No. 153, 1990, pp. 233-238.
DOI
|
8 |
ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary (ACI 318R-08), American Concrete Institute, Michigan, 2011.
|
9 |
Comite Euro-International du Beton (CEB-FIP), Structural Concrete : Textbook on Behaviour, Design and Performance, International Federation for Structural Concrete (Fib), Lausanne, 1999.
|
10 |
Sim, J. I. and Yang, K. H., "Influence of Specimen Geometries on the Compressive Strength of Lightweight Aggregate Concrete", Journal of the Korea Concrete Institute, Vol. 24, No. 3, 2012, pp. 339-347.
|
11 |
Kim, J. K., Eo, S. H., Jang, J. S., and Cho, S. C., "Size Effect of Concrete Structures with Dissimilar Initial Cracks", Journal of the Korea Concrete Institute, Vol. 2, No. 1, 1990, pp. 91-100.
|
12 |
Bazant, Z. P. and Oh, B. H., "Crack Band Theory for Fracture of Concrete", Materials and Structures, Vol. 16, No. 93, 1983, pp. 155-177.
|
13 |
Kesler, C. E., "Effect of Length to Diameter Ratio on Compressive Strength-An ASTM Cooperative Investigation", Proceeding, ASTM, Vol. 59, 1959, pp. 1216-1229.
|
14 |
Yi, S. T., Yang, E. I., and Choi, J. C., "Effect of Specimen Sizes, Specimen Shapes, and Placement Directions on Compressive Strength of Concrete", Nuclear Engineering and Design, Vol. 236, 2006, pp. 115-127.
DOI
ScienceOn
|
15 |
Chung, H. W., "On Testing of Very Short Concrete Specimens", Cement, Concrete, and Aggregate, ASTM, Vol. 11, No. 1, 1989, pp. 40-44.
DOI
ScienceOn
|
16 |
Aitcin, P. C., Miao, B., Cook, W. D., and Mitchell, D., "Effect of Size and Curing on Cylinder Compressive Strength of Normal and High-Strength Concretes", ACI Materials Journal, Vol. 91, No. 4, 1994, pp. 349-354.
|
17 |
Sener, S., "Size Effect Tests of High Strength Concrete", Journal of Materials in Civil Engineering, ASCE, Vol. 9, No. 1, 1997, pp. 46-48.
DOI
ScienceOn
|
18 |
Kang, S. C. and Eun, H. C., "A Study on Size Effects of Square Cross-Section Specimens on Compressive Strength of Concrete", Journal of Research Institute of Advanced Technology, Vol. 11, No. 1, 2000, pp. 177-182.
|