Fig. 1. Basic Concept of CSF
Fig. 2. Split Tensile Strength of Sphere Specimen
Fig. 3. Split Test and Crack Propagation of Specimens
Fig. 4. Dimensions of Exercise Structure
Table 1 Mix. Table for 60Mpa of f28
Table 2. Types of Specimen
Table 3. Strength of Two Type Cylinder Specimens
Table 4. Split Strength and Size effect of Sphere Specimens
Table 5. Applied Results of CSF to Structure
References
- Wu. B., Zhang, J. Williamns, and OU. J. " Hysteretic Behaviour of Improved Pall-typed Frictional Dampers", Engineering Structures 27, pp.1258-1267, 2005 https://doi.org/10.1016/j.engstruct.2005.03.010
- Dong Myeong Sa, "Reinforced Concrete", pp. 147-149, 2018
- Gu Mi Seo Gwan, "Materials of Civil Engineering", pp. 119-121, 2015
- Hyeong Seol Book Company, "Materials of Civil Engineering", pp. 451-458, 2015
- KS F 2403, "Moulding Method for Test Specimen of Concrete Strength", 2010
- KS F 2405, "Testing Method for Compressive Strength of Concrete", 2010
- KS F 2423, "Testing Method for Tensile Strength of Concrete", 2010
- Y. G. Jin, "An Experimental Study on the Relationship between the Compressive Strength of High Strength Concrete and High Strength Concrete", Journal of Architectural Institute of Korea, Vol.2 No.2, pp. 129-134, 2002
- D. B. Kim, Kim Myung Gon, Song Dae Geom , "An Experimental Study on the Size and Length Effect of High Strength Concrete Specimens", Journal of the Korean Society of Disaster Information, pp. 366-375, 2017
- Yang Seo Gak, "Reinforced Concrete", pp. 366-375, 2014