Evaluating the Influence of Drying Shrinkage on Cracking Resistance of Massive Self-Compacting Concrete with Blast Furnace Slag Using Finite Element Method
The application of self-compacting concrete in massive structures is still low due to the perceived high cracking tendency associated with high shrinkage and heat of cement hydration. This conclusion is from short-term research work of up to 3 months after casting. The purpose of this study is to ev...
Saved in:
Main Authors: | Benson Kipkemboi, Shingo Miyazawa |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2025-01-01
|
Series: | Infrastructures |
Subjects: | |
Online Access: | https://www.mdpi.com/2412-3811/10/1/11 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Progress in the Study of Dry Shrinkage Deformation and Drying Stress of Raw Bamboo
by: Jiayi Zhu, et al.
Published: (2025-02-01) -
Autogenous and drying shrinkage properties of precast recycled aggregate concrete
by: Ningxu Zhang, et al.
Published: (2025-07-01) -
Effect of Active MgO on Compensated Drying Shrinkage and Mechanical Properties of Alkali-Activated Fly Ash–Slag Materials
by: Hongqiang Ma, et al.
Published: (2025-01-01) -
Synthesized hydrogel co-polymerized with hydrophobic n-butyl methacrylate and its impact on shrinkage mitigation and crack resistance of cement paste
by: Yiqun Guo, et al.
Published: (2025-07-01) -
Combined effects of low-heat cement, expansive agent and shrinkage-reducing admixture on drying shrinkage and cracking of concrete
by: Lei Fang, et al.
Published: (2025-07-01)