ACI's ACI 231R-10 - Report on Early-Age Cracking: Causes, PDF

By ACI

ISBN-10: 0870313592

ISBN-13: 9780870313592

Early-age cracking is a problem for the concrete undefined. fabrics choice, environmental stipulations, and box practices all have enormous impact at the propensity for early-age cracking to take place. This record makes a speciality of thermal- and moisture-related deformations; either are materials-related and give a contribution to early-age cracking. The record presents special experiences at the explanations of deformation and cracking, try equipment for assessing shrinkage and thermal deformation homes, and mitigation techniques for lowering early-age cracking.

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By ACI

ISBN-10: 0870313592

ISBN-13: 9780870313592

Early-age cracking is a problem for the concrete undefined. fabrics choice, environmental stipulations, and box practices all have enormous impact at the propensity for early-age cracking to take place. This record makes a speciality of thermal- and moisture-related deformations; either are materials-related and give a contribution to early-age cracking. The record presents special experiences at the explanations of deformation and cracking, try equipment for assessing shrinkage and thermal deformation homes, and mitigation techniques for lowering early-age cracking.

Show description

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Extra info for ACI 231R-10 - Report on Early-Age Cracking: Causes, Measurement, and Mitigation

Example text

6 Influence of SRA on shrinkage cracking—Restrained shrinkage tests performed in numerous studies have illustrated that concrete shows an increase in the resistance to early-age cracking if an SRA is used. 0 days. Bentur et al. (2001) observed similar behavior, as shown in Fig. 12(b), although less stress reduction was observed. Delays or prevention in the age of cracking in ring specimens has also been reported for a wide range of concrete mixtures (Shah et al. 1992; Nmai et al. 1998; Weiss 1999; See et al.

With its high affinity for water, SAP will swell into a gel-like substance once in contact with water. The SAP will continue to swell until it has reached its threshold for absorption, which may vary from 20 to 2000 times its own mass in water (Jensen and Hansen 2001). When saturated SAP comes into contact with other ionic substances such as salt, the polymer releases the water due to the fact that the dissolved salt is electrically charged and attracts the water molecules from the SAP (Lam 2005).

Bažant, Z. , 1972, “Prediction of Concrete Creep Effects Using Age-Adjusted Effective Modulus Method,” ACI JOURNAL, Proceedings V. 69, No. , pp. 212-217. Bažant, Z. , 1978, “Practical Prediction of Time-Dependent Deformations of Concrete,” Material and Structures, V. 11, pp. 307-328. Bažant, Z. , and Raftshol, W. , 1982, “Effect of Cracking in Drying and Shrinkage Specimens,” Cement and Concrete Research, V. 12, pp. 209-226. , 2003, “Early Age Shrinkage Induced Stresses and Cracking in Cementitious Systems,” RILEM Technical Committee 191-EAS, RILEM Publications, 337 pp.

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ACI 231R-10 - Report on Early-Age Cracking: Causes, Measurement, and Mitigation by ACI


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