Analysis of crack evolution in large-volume concrete based on thermal mechanical coupling finite element method
With the continuous increase in large-scale engineering projects, large-volume structures are encountering quality control issues during the concrete pouring process. To ensure the quality of construction, higher requirements are often placed on the design strength, setting time, and other related p...
Saved in:
| Main Author: | Anbing QIU |
|---|---|
| Format: | Article |
| Language: | zho |
| Published: |
Science Press
2025-05-01
|
| Series: | 工程科学学报 |
| Subjects: | |
| Online Access: | http://cje.ustb.edu.cn/article/doi/10.13374/j.issn2095-9389.2024.12.25.002 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical Study of Chemo–Mechanical Coupling Behavior of Concrete
by: Feng Guo, et al.
Published: (2025-08-01) -
Validation of microplane coupled damage-plasticity model with gradient regularization (MCDPMwGR) on prestressed and non-prestressed concrete beams
by: Damian Kowalski, et al.
Published: (2025-03-01) -
Cracking Process of Early-Age Concretes: Basis of Numerical Probabilistic Models
by: Pierre Rossi
Published: (2025-06-01) -
A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS
by: Cuong Le Thanh, et al.
Published: (2021-12-01) -
An investigation of cracks caused by concrete shrinkage and temperature differences in common reinforced concrete bridge structures
by: Van-Hau Nguyen
Published: (2024-04-01)