| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 7885514 | Cement and Concrete Research | 2014 | 7 Pages |
Abstract
Physical mechanisms are proposed to explain these results and may be summarized as follows: the delayed behavior of an unreinforced cracked concrete specimen under sustained loading is mainly due to the cracking evolution, thus the creation of microcracks and/or the propagation of a macrocrack.
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Physical Sciences and Engineering
Engineering
Industrial and Manufacturing Engineering
Authors
Pierre Rossi, Claude Boulay, Jean-Louis Tailhan, Eric Martin, Dominic Desnoyers,