Damage model of concrete subjected to coupling chemical attacks and freeze-thaw cycles in saline soil area. (10th May 2020)

• Record Type: Journal Article
• Authors: Wang, Boxin; Pan, Jingjing; Fang, Ruichang; Wang, Qing
• Is Part Of: Construction & building materials. Volume 242(2020)
• Publication Date: 2020-05-10
• Subjects: Concrete -- Freeze-thaw cycle -- CO32−-SO42− attack -- Coupling damage; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2020.118205
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: Coupling damage caused by CO3 2−, SO4 2− and freeze-thaw cycles was studied. Logistic Function was used for the first time to describe freeze-thaw damage. Coupling Damage to concrete was studied by Lemaitre Strain Equivalent Assumption. Damage model reflects characteristics of chemical attacks and freeze-thaw cycles. Abstract: Concrete in saline soil area is subjected to chemical attacks and freeze-thaw cycles, which both considerably decrease the service life of concrete structures. In this research, we aimed to assess the durability of concrete in saline soil area under the coupling action of CO3 2− -SO4 2− attacks and freeze-thaw cycles. A new damage model was established based on the logistic function for the first time to describe the freeze-thaw damage to concrete. Then, tests on CO3 2− -SO4 2− attack, freeze-thaw, and coupled salt attack-freeze-thaw were performed. The experimental results showed that CO3 2− exerted a more severe effect on the salt-freeze-thaw damage to concrete than SO4 2− . The comparison results showed that the theoretical values well agreed with the experimental ones. The analysis indicated that the damage model can potentially be used to predict the damage degree of concrete in saline soil area under the coupling effect of CO3 2− -SO4 2− attacks and freeze-thaw cycles.