Numerical analyses of crack spacing due to shrinkage in reinforced concrete slabs
Chen, G. & Baker, G. (2003) Numerical analyses of crack spacing due to shrinkage in reinforced concrete slabs. In Proceedings of the VII International Conference on Computational Plasticity (On CD-Rom), Barcelona.
| Abstract only (PDF 23Kb) Updated Version. |
Abstract
Shrinkage cracking is commonly observed in concrete flat structures such as highway pavements,
slabs, and bridge decks. Crack spacing due to shrinkage has received considerable attention for many
years [1-3]. However, some aspects concerning the mechanism of crack spacing still remain un-clear.
Though it is well known that the interval of the cracks generally falls with a range, no satisfactory
explanation has been put forward as to why the minimum spacing exists.
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| ID Code: | 28197 |
|---|---|
| Item Type: | Conference Paper |
| Keywords: | cracking, concrete, shrinkage |
| Subjects: | Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Construction Materials (090503) |
| Divisions: | Current > Institutes > Institute of Health and Biomedical Innovation |
| Copyright Owner: | Copyright 2003 Please consult authors. |
| Deposited On: | 26 Oct 2009 16:46 |
| Last Modified: | 10 Aug 2011 23:07 |
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