The effect of reinforcement on early-age cracking due to autogenous shrinkage and thermal effects

Cement and Concrete Composites

Volumn 26, Issue 5, 2004, Pages 581-587

  Sule, M ^a   Van Breugel, K ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Autogenous shrinkage; Early age cracking; Reinforcement; Temperature stress testing machine; Thermal effects

Indexed keywords

BINDERS; CRACK INITIATION; CURING; DEFORMATION; MATERIALS TESTING; REINFORCEMENT; SHRINKAGE; STRESS ANALYSIS; STRUCTURAL LOADS; THERMAL EFFECTS;

AUTOGENOUS SHRINKAGE; EARLY AGE CRACKING; TEMPERATURE STRESS TESTING MACHINES;

CONCRETES;

EID: 2542491571     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(03)00078-7     Document Type: Article

References (6)

1. Sule M., van Breugel K. Cracking behaviour of reinforced concrete subjected to early-age shrinkage. Mater. Struct. 34(June):2001;284-292.
2. Sule M, Van der Veen C. Bond behaviour at early age, Bond in Concrete, 20-22 November 2002, Budapest, p. 277-284.
3. Van der Veen C. Cryogenic bond stress-slip relationship, PhD Thesis, TU Delft, 1990.
4. Rostásy FS, Krauß M. Effects of thermomechanical properties of young concrete and their scatter on stress and cracking. International workshop on Control of cracking in early-age concrete. Proceedings preprint, 2000, p. 267-78.
5. Larson M. Estimation of crack risk in early age concrete. Licentiate Thesis, Luleå, Sweden, 2000.
6. Lokhorst SJ. Deformational behaviour of concrete influenced by hydration related changes of the microstructure. Internal report, TU Delft, 1998.