Hardening Concrete Exposed to Realistic Curing Temperature Regimes and Restraint Conditions: Advanced Testing and Design Methodology
Early age cracking (EAC) is a well-known problem area when it comes to concrete structures. The driving forces behind EAC are thermal dilation and autogenous deformation, but EAC is also strongly dependent on material and geometrical properties such as hydration heat development, tensile strength, E...
Saved in:
Main Authors: | Anja Estensen Klausen, Terje Kanstad, Øyvind Bjøntegaard |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2019-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/9071034 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Crack Risk Evaluation of Submerged Concrete Tunnel during Hardening Phase
by: G. M. Ji, et al.
Published: (2018-01-01) -
Calibration of Material Models against TSTM Test for Crack Risk Assessment of Early-Age Concrete Containing Fly Ash
by: G. M. Ji, et al.
Published: (2018-01-01) -
Influence of hoop restraint on damage evolution, ions diffusion and multi-scale mechanical properties in concrete exposed to external sulfate attack
by: Jierong Cao, et al.
Published: (2025-01-01) -
Effect of Curing Temperature on the Durability of Concrete under Highly Geothermal Environment
by: Yang Tang, et al.
Published: (2017-01-01) -
Optimizing Carbonation Hardening for Lightweight Concrete
by: Olexander Gara, et al.
Published: (2025-01-01)