2.7 Shrinkage
- Theoretical value: (a=35, : Maximum Shrinkage Strain Ratio)
- The process of finding 'a'
1. Arranging excel data
2. Finding 'a' with using a grapher program
(Converting Excel data into graph shape)
(Standardization of graph through regression analysis)-회귀분석을 통한 그래프 평균화
(Finding 'a' with using shrinkage equation)
3. Finding 'a'
① 소성수축 균열
시멘트-페이스트는 경화할 때, 절대체적의 1%정도가 감소하게 된다. 이에 따라 소성상태에 있는 콘크리트의 체적이 감소하게 되는데, 이를 소성수축이라고 하며 콘크리트에 부분적으로 인장력을 유발시키는 원인이 된다. 특히, 타설 후 외기에 접하는 콘크리트 표면으로부터 수분
1 GPa
Elastic modulus Nanoindentation > 6 GPa
Adhesion Tape pull, modified-edge lift-off Delamination-free
Disavantages
Weakens mechanical properties
Lower thermal conductivity
Narrow pore distribution to ensure dielectric constant is homogeneous and isotropic
Pores need to be closed cells to prevent crack propagation and moisture absorption
Need to add silica to seal surface pores
1 and 2 was in range of theoritical value. This shows there was proper uniformity in between well attached strain gauge and cylinder.
- Shear strength compressive strength of cylinder 1 and compressive strength of cylinder 2 measured by using shear strength of cylinder.
- Dry shrinkage showed 13.56% of error by limitation of measuring tools, however, we could find out shrinkage of concrete.