Modeling Restrained Shrinkage Induced Cracking in Concrete Rings Using the Thick Level Set Approach
Modeling restrained shrinkage-induced damage and cracking in concrete is addressed herein. The novel Thick Level Set (TLS) damage growth and crack propagation model is used and adapted by introducing shrinkage contribution into the formulation. The TLS capacity to predict damage evolution, crack ini...
Main Authors: | Rebecca Nakhoul, Olivier Pierard |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2018-03-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | http://www.mdpi.com/2076-3417/8/4/488 |
Similar Items
-
Restrained Shrinkage Cracking of Fiber-Reinforced High-Strength Concrete
by: Ashkan Saradar, et al.
Published: (2018-02-01) -
Assessment of early-age cracking of high-performance concrete in restrained ring specimens
by: Quang-phu Nguyen, et al.
Published: (2010-03-01) -
Calibration of Steel Rings for the Measurement of Strain and Shrinkage Stress for Cement-Based Composites
by: Adam Zieliński, et al.
Published: (2020-07-01) -
Cracking risk of high-performance cement composites due to restrained autogenous shrinkage with and without soaked lightweight aggregate
by: Adam Zieliński, et al.
Published: (2023-12-01) -
Restrained Shrinkage of High-Performance Ready-Mix Concrete Reinforced with Low Volume Fraction of Hybrid Fibers
by: Hani Nassif, et al.
Published: (2022-11-01)