Durability development of lightweight and high-strength engineered cementitious composites subject to combined sulfate–chloride attack under freeze–thaw cycles
•A novel lightweight and high-strength engineered cementitious composite was developed.•The deterioration degree of salt solutions on tensile properties of LECC was LECC-S > LECC-CS > LECC-C.•The external sulfate–chloride environment under low temperature offered highly suitable conditions for...
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| Published in | Construction & building materials Vol. 408; p. 133659 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
08.12.2023
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| Subjects | |
| Online Access | Get full text |
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| Abstract | •A novel lightweight and high-strength engineered cementitious composite was developed.•The deterioration degree of salt solutions on tensile properties of LECC was LECC-S > LECC-CS > LECC-C.•The external sulfate–chloride environment under low temperature offered highly suitable conditions for the formation of expansive thaumasite.•The combined physical and chemical attacks of sulfate promoted chloride diffusion, but chloride ion delayed sulfate’s diffusion and expansion reaction.
A novel lightweight high-strength engineered cementitious composite (LECC) was developed, and its mechanical property changes and the resultant durability evolution under the triple coupling factors of chloride attack, sulfate attack, and freeze–thaw cycles were studied. The results indicate that the salt solutions can accelerate the failure of LECC under freeze–thaw cycles. Salt solutions accelerated the tensile properties degradation of LECCs, and the deterioration degree was LECC-S (sulfate) > LECC-CS (chloride-sulfate) > LECC-C (chloride). The influence degree of salt solutions on mass loss was LECC-CS > LECC-C > LECC-S, while their influence on relative dynamic elastic modulus was LECC-S > LECC-CS > LECC-C. The surface spalling and internal structure destruction of LECC after salt freezing provided a favorable channel for CO2 penetration in the environment and the external sulfate–chloride environment under low temperature offered highly suitable conditions for the formation of expansive thaumasite. The combined physical and chemical attacks of sulfate promoted chloride diffusion, but chloride ion delayed sulfate’s diffusion and expansion reaction. This study more comprehensively revealed the durability development of LECC in some abominable environments and provided data support for the engineering application of LECC. |
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| AbstractList | •A novel lightweight and high-strength engineered cementitious composite was developed.•The deterioration degree of salt solutions on tensile properties of LECC was LECC-S > LECC-CS > LECC-C.•The external sulfate–chloride environment under low temperature offered highly suitable conditions for the formation of expansive thaumasite.•The combined physical and chemical attacks of sulfate promoted chloride diffusion, but chloride ion delayed sulfate’s diffusion and expansion reaction.
A novel lightweight high-strength engineered cementitious composite (LECC) was developed, and its mechanical property changes and the resultant durability evolution under the triple coupling factors of chloride attack, sulfate attack, and freeze–thaw cycles were studied. The results indicate that the salt solutions can accelerate the failure of LECC under freeze–thaw cycles. Salt solutions accelerated the tensile properties degradation of LECCs, and the deterioration degree was LECC-S (sulfate) > LECC-CS (chloride-sulfate) > LECC-C (chloride). The influence degree of salt solutions on mass loss was LECC-CS > LECC-C > LECC-S, while their influence on relative dynamic elastic modulus was LECC-S > LECC-CS > LECC-C. The surface spalling and internal structure destruction of LECC after salt freezing provided a favorable channel for CO2 penetration in the environment and the external sulfate–chloride environment under low temperature offered highly suitable conditions for the formation of expansive thaumasite. The combined physical and chemical attacks of sulfate promoted chloride diffusion, but chloride ion delayed sulfate’s diffusion and expansion reaction. This study more comprehensively revealed the durability development of LECC in some abominable environments and provided data support for the engineering application of LECC. |
| ArticleNumber | 133659 |
| Author | Zhang, Zipeng Zhu, Hongbo Zhu, Mintao Mendis, Priyan Gou, Hongxiang Sofi, Massoud |
| Author_xml | – sequence: 1 givenname: Hongxiang surname: Gou fullname: Gou, Hongxiang email: hongxiangg@student.unimelb.edu.au organization: Department of Infrastructure Engineering, University of Melbourne, VIC, Australia – sequence: 2 givenname: Massoud surname: Sofi fullname: Sofi, Massoud organization: Department of Infrastructure Engineering, University of Melbourne, VIC, Australia – sequence: 3 givenname: Zipeng orcidid: 0000-0003-0118-3585 surname: Zhang fullname: Zhang, Zipeng organization: Department of Infrastructure Engineering, University of Melbourne, VIC, Australia – sequence: 4 givenname: Hongbo surname: Zhu fullname: Zhu, Hongbo organization: Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University, Shanghai, China – sequence: 5 givenname: Mintao surname: Zhu fullname: Zhu, Mintao organization: Shanghai Construction Building Materials Technology Group Co., Ltd, Shanghai, China – sequence: 6 givenname: Priyan surname: Mendis fullname: Mendis, Priyan organization: Department of Infrastructure Engineering, University of Melbourne, VIC, Australia |
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| Keywords | Sulfate-chloride attack Durability Lightweight high-strength ECC Damage mechanism Freeze-thaw cycles |
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| SubjectTerms | Damage mechanism Durability Freeze-thaw cycles Lightweight high-strength ECC Sulfate-chloride attack |
| Title | Durability development of lightweight and high-strength engineered cementitious composites subject to combined sulfate–chloride attack under freeze–thaw cycles |
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