File:Concrete fracture.jpg
Concrete_fracture.jpg (550 × 223 pixels, file size: 89 KB, MIME type: image/jpeg)
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Summary[edit]
| Description |
English: Figure shows the surface corrosion of a representative specimen in each group. The results indicated that the degree of surface deterioration was obviously deepened with the increase in the number of freeze–thaw cycles. Severe frilling of mortar and coarse aggregate was found on the surface of the SENB and cubes in the pool which was filled with Na-Cl. |
| Date | |
| Source |
Fracture Behavior of Concrete under Chlorine Salt Attack Exposed to Freeze–Thaw Cycles Environment by Wenhao Li 1 and Shaowei Hu 2,* [ORCID] 1 School of Civil Engineering, Chongqing University, Chongqing 400045, China 2 Yellow River Laboratory, Zhengzhou University, Zhengzhou 450001, China Author to whom correspondence should be addressed. Materials 2023, 16(18), 6205; https://doi.org/10.3390/ma16186205 Received: 23 July 2023 / Revised: 11 September 2023 / Accepted: 12 September 2023 / Published: 14 September 2023 © 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
| Author | Wenhao Li, Shaowei Hu |
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| Date/Time | Thumbnail | Dimensions | User | Comment | |
|---|---|---|---|---|---|
| current | 22:37, 8 November 2023 | | 550 × 223 (89 KB) | Tgru001 (talk | contribs) | Uploaded a work by Wenhao Li, Shaowei Hu from Fracture Behavior of Concrete under Chlorine Salt Attack Exposed to Freeze–Thaw Cycles Environment by Wenhao Li 1 and Shaowei Hu 2,* [ORCID] 1 School of Civil Engineering, Chongqing University, Chongqing 400045, China 2 Yellow River Laboratory, Zhengzhou University, Zhengzhou 450001, China * Author to whom correspondence should be addressed. Materials 2023, 16(18), 6205; https://doi.org/10.3390/ma16186205 Received: 23 July 2023 / Revised: 11 Septe... |
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